Prefabricated part cavity column structure

Abstract

The utility model relates to the technical field of prefabricated part installation of buildings, in particular to a prefabricated part cavity column structure which comprises a cavity column formed by combining a first component, a second component, a third component and a fourth component, and all the components are connected with a beam bottom supporting assembly and a plate bottom supporting assembly through supporting components. And a bracket assembly is arranged for stably supporting the whole structure. The supporting component comprises an adjustable supporting body, a positioning part and a holding part, the connecting precision and stability are ensured, meanwhile, multiple sets of containing parts are reasonably distributed, and the structural adaptability is enhanced. In addition, the supporting assembly is matched with the reinforcing part to further improve the bearing capacity and safety. The effects that the assembly efficiency of the prefabricated part cavity column is optimized, the structural strength is improved, and the site construction process is simplified are achieved.

Description

Technical Field

[0001] This application relates to the field of prefabricated component installation technology for buildings, and more particularly to a prefabricated component cavity column structure. Background Technology

[0002] With the rapid development of the modern construction industry, prefabricated buildings have gradually become the mainstream trend due to their high efficiency and environmental protection characteristics.

[0003] Traditional fixing methods typically rely on pre-set support points, which not only incurs significant labor costs but also prolongs the construction period, thus hindering project progress. Furthermore, as the proportion of prefabricated buildings continues to increase, the limitations of traditional fixing methods become increasingly apparent, urgently requiring more efficient alternatives to improve overall construction efficiency. Therefore, researching new fixing technologies and optimizing existing processes is of great significance for promoting the development of the prefabricated building industry.

[0004] Currently, the common fixing methods for both UHPC hollow columns and traditional precast PC columns mainly include two forms: pre-embedding support points in the floor slab and temporarily fixing the precast column by using two pairs of diagonal braces of different lengths on adjacent sides. While this method can ensure structural stability to a certain extent, it has significant drawbacks. First, pre-embedding support points requires additional time for planning and layout; second, adjusting the diagonal braces is complex, and they must remain stable throughout the entire concrete pouring process until the design strength is reached before removal. This results in a lengthy and cumbersome process chain, seriously affecting the overall project schedule. In addition, some construction sites adopt other simple reinforcement measures, such as steel wire rope binding or wooden wedge nesting, to assist in positioning. However, these methods often struggle to balance accuracy and safety, easily leading to subsequent quality problems.

[0005] The existing fixed method has two problems: first, the preliminary preparation work takes a lot of time, which increases unnecessary waiting time and manpower input; second, the temporary support device occupies a large area of ​​the site, which is not conducive to on-site management and material transportation. Utility Model Content

[0006] In order to reduce the delays in construction processes caused by traditional fixing methods, shorten the construction cycle, reduce labor intensity, and avoid the waste of repeatedly building support systems, thereby effectively improving construction efficiency and saving costs, this application provides a precast component cavity column structure.

[0007] This application provides a precast component hollow column structure, which adopts the following technical solution:

[0008] A precast hollow column structure includes a template assembly, a beam bottom support assembly, and a slab bottom support assembly laid together, with reserved space for the hollow column. The structure comprises a first component, a second component, a third component, and a fourth component. The first, second, third, and fourth components are combined and connected to form a hollow column. Each of the first, second, third, and fourth components is provided with at least one set of support components. One end of each support component is inserted into the first component and / or the second component, and / or the third component, and / or the fourth component, and the other end is fixedly connected to the beam bottom support assembly and the slab bottom support assembly, respectively.

[0009] By adopting the above technical solution, rapid fixation of precast hollow columns on the construction site is achieved. Specifically, by combining the first, second, third, and fourth components into a hollow column and installing support components on it, these support components can be inserted at one end into different components of the hollow column and fixedly connected at the other end to existing beam bottom support components or slab bottom support components. This eliminates the need for traditional diagonal bracing and pre-embedded support points to effectively support and fix the hollow column. This not only simplifies the construction process and reduces waiting time between procedures but also significantly improves construction efficiency, reduces labor intensity, and ensures the stability and safety of the hollow column during installation.

[0010] Preferably, the first component, the second component, the third component and the fourth component are each provided with multiple sets of receiving parts, and one end of the supporting component is inserted into the receiving part.

[0011] By adopting the above technical solution, a more stable and flexible support effect can be achieved in precast cavity column structures. Specifically, multiple sets of receiving parts are set on the first, second, third, and fourth components, allowing the support components to be precisely inserted into these parts, thereby effectively improving the stability of the entire cavity column structure. At the same time, it allows the support components to select appropriate insertion positions according to actual needs, further improving the flexibility and convenience of the construction process, reducing the need for traditional diagonal bracing and pre-embedded support points, and helping to speed up the construction progress and reduce costs.

[0012] Preferably, the multiple sets of receiving parts on the first, second, third and fourth components are spaced 1 to 1.5 m apart.

[0013] By adopting the above technical solution, a reasonable layout of the components in the precast cavity column structure is achieved. Specifically, by setting multiple sets of receiving parts on the first, second, third, and fourth components at intervals of 1 to 1.5 meters, the stability and uniformity of the supporting components can be effectively guaranteed, thereby improving the overall stability of the entire cavity column structure.

[0014] Preferably, the support member includes a support body, a positioning part, and a holding part. The positioning part is fixed to one end of the support body, and one end of the positioning part is inserted into the receiving part. The holding part is fixed to the support body near the end of the positioning part.

[0015] By adopting the above technical solution, a stable connection between the supporting component and the hollow column is achieved. Specifically, the support body is precisely inserted into the receiving part through the positioning part, ensuring the effective fixation of the supporting component and the first, second, third, or fourth component of the hollow column, thereby improving the overall stability of the structure.

[0016] Preferably, the support member further includes a first adjusting part and a second adjusting part. One end of the first adjusting part is rotatably connected to the support body, and the other end is rotatably connected to the second adjusting part. One end of the second adjusting part is fixedly connected to the positioning part, and the other end is inserted into the first adjusting part.

[0017] By adopting the above technical solution, the adjustable length of the support component is achieved. Specifically, the rotatable connection and nested design between the first and second adjustment parts allow the support component to adjust its effective length according to the needs of different construction scenarios, thereby better adapting to the connection requirements between hollow columns of different sizes and the formwork support system.

[0018] Preferably, a support assembly is provided below the first frame. The support assembly is installed on a horizontal ground, and one end of the support assembly is connected to the first component, the second component, the third component and the fourth component respectively.

[0019] By adopting the above technical solution, the support components effectively enhance the stability of the bottom of the hollow column, preventing tilting or displacement due to uneven stress during installation. Simultaneously, the support components are installed on a level surface, further improving the overall structural stability and avoiding the complex procedures associated with traditional inclined support methods, thereby shortening the construction cycle and improving construction efficiency.

[0020] Preferably, the support assembly includes a first cover, a first side, a second cover, and a second side, with the two ends of the first cover connected to the first side and the second side, respectively, and the two ends of the second cover connected to the other ends of the first side and the second side, respectively.

[0021] By adopting the above technical solution, the support assembly consists of a first envelope, a first side, a second envelope, and a second side, with each part interconnected to form a stable support structure. This design effectively enhances the stability of the bottom of the precast component hollow column, preventing displacement or overturning during construction.

[0022] Preferably, the first package portion, the first side portion, the second package portion, and the second side portion are respectively provided with reinforcing portions, which are located on the surfaces of the first package portion, the first side portion, the second package portion, and the second side portion, and one end of the reinforcing portions is in contact with the horizontal ground.

[0023] By adopting the above technical solution, the reinforcement effectively improves the overall stability and load-bearing capacity of the support assembly. Specifically, the reinforcement is located on the surfaces of the first envelope, the first side, the second envelope, and the second side, and is in contact with the horizontal ground. It can disperse the pressure from the cavity column, reduce local stress concentration, and thus prevent the support assembly from deforming or being damaged due to uneven stress.

[0024] In summary, this application includes at least one of the following beneficial technical effects:

[0025] 1. By combining the supporting components with the existing floor slab formwork support system, there is no need to set up additional diagonal supports and pre-embedded support points, which simplifies the construction process, significantly shortens the waiting time for each process, and improves construction efficiency;

[0026] 2. One end of the support member is inserted into the first to fourth members of the hollow column, and the other end is fixedly connected to the bottom support assembly of the beam or the bottom support assembly of the slab, which ensures the stability of the hollow column and avoids the impact of traditional fixing methods on the floor structure.

[0027] 3. Utilizing the existing scaffolding and formwork support system as a platform for the hoisting and fixing of UHPC formwork columns reduces construction costs, improves resource utilization, and adapts to the fast-paced needs of prefabricated buildings. Attached Figure Description

[0028] Figure 1 This embodiment discloses an overall structural view of a prefabricated component cavity column structure;

[0029] Figure 2 This embodiment discloses a partial structural view of a prefabricated component cavity column structure;

[0030] Figure 3 This embodiment discloses a structural view of a supporting member in a prefabricated hollow column structure;

[0031] Figure 4 This is a structural view of another embodiment of the supporting component in a prefabricated hollow column structure disclosed in this embodiment.

[0032] Explanation of reference numerals in the attached figures:

[0033] 1. First component; 2. Second component; 3. Third component; 4. Fourth component; 5. Receiving part; 6. Supporting component; 61. Support body; 62. Positioning part; 63. Holding part; 64. First adjusting part; 65. Second adjusting part; 7. Support assembly; 71. First covering part; 72. First side part; 73. Second covering part; 74. Second side part; 75. Reinforcing part. Detailed Implementation

[0034] The inventors of this application have discovered that existing methods for fixing precast columns in prefabricated building construction suffer from complex procedures and long construction times. In particular, the traditional diagonal bracing method requires the pre-installation of embedded parts, which are then removed later, leading to extended construction periods. Therefore, this application primarily adopts a solution that combines the cavity column with the floor slab formwork support system for fixing, achieving rapid and stable installation without the need for additional diagonal bracing, thus simplifying the construction process. The following is a further detailed description of this application.

[0035] The prefabricated hollow column structure provided in this application embodiment is described in [reference]. Figure 1 and Figure 2 The system comprises a first component 1, a second component 2, a third component 3, and a fourth component 4. These components are combined and connected to form a hollow column. Each group of components is connected to beam bottom support components and slab bottom support components erected on the poured concrete floor slab. This structure effectively ensures the stability of the hollow column during construction, while reducing the complex operational procedures associated with traditional inclined supports.

[0036] Specifically, the first component 1 and the third component 3 are UHPC (Ultra-High Performance Concrete) permanent templates with flash at both ends, the second component 2 and the fourth component 4 are two UHPC (Ultra-High Performance Concrete) permanent templates, and the first component 1, the second component 2, the third component 3 and the fourth component 4 are combined to form a UHPC mold column.

[0037] The first component 1, the second component 2, the third component 3 and the fourth component 4 are each provided with multiple sets of receiving parts 5, and one end of the supporting component 6 is inserted into the receiving part 5.

[0038] Furthermore, the multiple sets of receiving portions 5 on the first component 1, the second component 2, the third component 3, and the fourth component 4 are spaced 1 to 1.5 m apart. In this embodiment, the receiving portions 5 are spaced 1 m apart.

[0039] See Figure 1 and Figure 2 Specifically, the receiving part 5 is a positioning groove respectively opened on the first component 1, the second component 2, the third component 3 and the fourth component 4.

[0040] See Figure 2 and Figure 3 The support member 6 includes a support body 61, a positioning part 62 and a holding part 63. The positioning part 62 is fixed to one end of the support body 61 and one end of the positioning part 62 is inserted into the receiving part 5. The holding part 63 is fixed to the support body 61 near the end of the positioning part 62.

[0041] In this embodiment, the support 61 is specifically a steel rod, the positioning part 62 is specifically a U-shaped steel block, and the holding part 63 is specifically a small steel plate welded to the support 61. The positioning part 62 is inserted into the pre-cut receiving part 5 to achieve accurate positioning; the holding part 63 can increase friction and prevent slippage.

[0042] See Figure 3 and Figure 4 In other embodiments, the support member 6 further includes a first adjustment part 64 and a second adjustment part 65. One end of the first adjustment part 64 is rotatably connected to the support body 61, and the other end is rotatably connected to the second adjustment part 65. One end of the second adjustment part 65 is fixedly connected to the positioning part 62, and the other end is inserted into the first adjustment part 64.

[0043] Specifically, the first adjusting part 64 is a screw fixed on the positioning part 62, and the second adjusting part 65 is a sleeve. One end of the sleeve is inserted into the support body 61 and is rotatably connected to the support body 61, and the other end is sleeved on the screw and threadedly connected to the screw. The holding part 63 is provided on the second adjusting part 65.

[0044] See Figure 1 and Figure 2 Furthermore, a support assembly 7 is provided below the first frame. The support assembly 7 is installed on a horizontal ground, and one end of the support assembly 7 is connected to the first component 1, the second component 2, the third component 3 and the fourth component 4 respectively.

[0045] See Figure 1 and Figure 2 The support assembly 7 includes a first cover portion 71, a first side portion 72, a second cover portion 73, and a second side portion 74. The two ends of the first cover portion 71 are connected to the first side portion 72 and the second side portion 74, respectively, and the two ends of the second cover portion 73 are connected to the other ends of the first side portion 72 and the second side portion 74, respectively.

[0046] The first package 71 and the second package 73 are specifically U-shaped panels, and the first side 72 and the second side 74 are specifically upright panels. Both the U-shaped panels and the upright panels are steel formwork.

[0047] Furthermore, the first package portion 71, the first side portion 72, the second package portion 73, and the second side portion 74 are respectively provided with reinforcing portions 75. The reinforcing portions 75 are located on the surfaces of the first package portion 71, the first side portion 72, the second package portion 73, and the second side portion 74, and one end is in contact with the horizontal ground.

[0048] The reinforcement 75 is specifically a side steel plate, and multiple sets of side steel plates are welded to the first package 71, the first side 72, the second package 73 and the second side 74 respectively.

[0049] Implementation principle:

[0050] Make full use of existing resources, namely the already completed floor formwork support system 61, namely the beam bottom support components and slab bottom support components, without setting up separate support facilities specifically for fixing. First, establish a complete formwork support network covering the target area according to the standard procedure. Then, clearly mark the exact location where the UHPC formwork column will be placed to avoid collisions and conflicts. Fix the support components 7 to the ground, and then hoist the UHPC formwork column into the placement position.

[0051] The UHPC formwork column contacts the support assembly 7, supporting and fixing the first component 1, the second component 2, the third component 3 and the fourth component 4 respectively. The positioning part 62 of the support component 6 is inserted into the receiving part 5 of the corresponding component, and then the support body 61 is connected to the beam bottom support assembly or the plate bottom support assembly with bolts.

[0052] The above embodiments are only used to illustrate the technical solutions of the present invention, and are not intended to limit it. Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some of the technical features. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of the present invention, and should all be included within the protection scope of the present invention.

Claims

1. A precast concrete cavity column structure, form assembly, beam bottom support assembly and slab bottom support assembly layup combination, and precast cavity column location, characterized by: The application relates to a cavity column structure, which comprises a first component (1), a second component (2), a third component (3) and a fourth component (4), the first component (1), the second component (2), the third component (3) and the fourth component (4) are combined and connected to form the cavity column structure, at least one set of supporting components (6) is arranged on the first component (1), the second component (2), the third component (3) and the fourth component (4), one end of the supporting component (6) is inserted into the first component (1), the second component (2), the third component (3) and the fourth component (4), and the other end is fixedly connected with a beam bottom supporting assembly and a plate bottom supporting assembly.

2. A precast concrete element cavity column structure according to claim 1, wherein: The first component (1), the second component (2), the third component (3) and the fourth component (4) are respectively provided with a plurality of accommodating portions (5), and one end of the supporting component (6) is inserted into the accommodating portion (5).

3. A precast concrete element cavity column structure according to claim 2, wherein: The plurality of accommodating portions (5) on the first component (1), the second component (2), the third component (3) and the fourth component (4) are arranged at intervals of 1-1.5 m.

4. A precast concrete element cavity column structure according to claim 2, wherein: The supporting component (6) comprises a supporting body (61), a positioning portion (62) and a holding portion (63), the positioning portion (62) is fixed to one end of the supporting body (61), one end of the positioning portion (62) is inserted into the accommodating portion (5), and the holding portion (63) is fixed to the supporting body (61) close to one end of the positioning portion (62).

5. A precast concrete element cavity column structure according to claim 4 wherein: The supporting component (6) further comprises a first adjusting portion (64) and a second adjusting portion (65), one end of the first adjusting portion (64) is rotationally connected with the supporting body (61), the other end is rotationally connected with the second adjusting portion (65), one end of the second adjusting portion (65) is fixedly connected with the positioning portion (62), and the other end is inserted into the first adjusting portion (64).

6. A precast concrete element cavity column structure according to claim 1, wherein: A supporting assembly (7) is arranged below the first frame, the supporting assembly (7) is arranged on a horizontal ground, and one end of the supporting assembly (7) is connected with the first component (1), the second component (2), the third component (3) and the fourth component (4) respectively.

7. A precast concrete element cavity column structure according to claim 6 wherein: The supporting assembly (7) comprises a first wrapping portion (71), a first side portion (72), a second wrapping portion (73) and a second side portion (74), both ends of the first wrapping portion (71) are connected with the first side portion (72) and the second side portion (74), and both ends of the second wrapping portion (73) are connected with the other ends of the first side portion (72) and the second side portion (74).

8. A precast concrete element cavity column structure according to claim 7 wherein: The first wrapping portion (71), the first side portion (72), the second wrapping portion (73) and the second side portion (74) are respectively provided with a reinforcing portion (75), the reinforcing portion (75) is located on the surface of the first wrapping portion (71), the first side portion (72), the second wrapping portion (73) and the second side portion (74), and one end of the reinforcing portion (75) is in contact with the horizontal ground.

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