Flat slab column top and column cap reinforcing structure

Through the combined structure of columns, column bars, column anchor bars, main bars, stirrups, bottom bars and cast holes, the complex construction of column top column cap reinforcement of beamless building cover is solved, rapid construction is achieved, and construction efficiency and safety are improved.

CN223226940UActive Publication Date: 2025-08-15CHINA CONSTR EIGHTH ENG BUREAU TECH CONSTR CO LTD
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Patent Information

Application Number
CN202422249340.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-13
Publication Date
2025-08-15
Estimated Expiration
2034-09-13

AI Technical Summary

Technical Problem

The traditional beamless building column roof and column cap reinforcement method has a large workload and complex structure, which leads to inconvenience in construction.

Method used

A combined structure of columns, column bars, column anchor bars, main bars, stirrups, bottom bars, column caps and cast holes is adopted to achieve rapid construction.

Benefits of technology

It improves construction efficiency, reduces workload and operation cumbersomeness, and improves economical and safety.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a flat slab column top and column cap reinforcing structure which comprises a column body, a column rib is arranged on the outer wall of the bottom of the column body, a column anchor rib is arranged on the outer wall of the top of the column body, a main rib is welded to the top of the column rib, a stirrup is welded to the outer wall of the main rib, and a bottom rib is welded to the top of the main rib. The outer wall of the bottom bar is provided with a column cap, the top of the column cap is provided with a pouring hole, the bottom of the column cap is provided with a column cap anchor bar, and the device is provided with the column body, the column bar, the column anchor bar, the main bar, the stirrup, the bottom bar, the column cap, the pouring hole and the column cap anchor bar, so that the function of rapid construction is achieved; therefore, the problems that operation is tedious and time and labor are wasted due to the fact that the workload is large are effectively solved, the economical efficiency and safety are effectively improved, and the working requirements of people are met.
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Description

Technical Field

[0001] The utility model belongs to the technical direction of building construction, and particularly relates to a column cap reinforcement structure for a beamless floor. Background Art

[0002] Building construction refers to the production activities during the implementation phase of engineering construction. It is the construction process of various buildings. It can also be said to be the process of turning various lines on the design drawings into physical objects at designated locations. There are many types of building construction, including the construction of column tops and column caps for beamless floor slabs.

[0003] Traditionally, beamless floor column cap reinforcements have typically been achieved by increasing the cross-sectional dimensions of the cap. This approach, however, is labor-intensive and complex, leading to construction inconveniences. This has become a pressing issue for those skilled in the art. Utility Model Content

[0004] The purpose of the utility model is to propose a beamless floor column top column cap reinforcement structure based on the existing technology to solve the problems raised in the above background technology.

[0005] In order to solve the above technical problems, the utility model provides the following technical solutions: a beamless floor column top column cap reinforcement structure, comprising a column body, the bottom outer wall of the column body is provided with column reinforcement, the top outer wall of the column body is provided with column anchor reinforcement, the top of the column reinforcement is welded with main reinforcement, the outer wall of the main reinforcement is welded with stirrups, the top of the main reinforcement is welded with bottom reinforcement, the outer wall of the bottom reinforcement is provided with a column cap, the top of the column cap is provided with a casting hole, and the bottom of the column cap is provided with column cap anchor reinforcement. By arranging the column body, column reinforcement, column anchor reinforcement, main reinforcement, stirrups, bottom reinforcement, column cap, casting hole and column cap anchor reinforcement, the function of rapid construction is achieved, thereby effectively solving the cumbersome operation and time-consuming and labor-intensive operation caused by large workload, thereby effectively improving economy and safety, and meeting people's work needs.

[0006] Compared with the prior art, the beneficial effects achieved by the present invention are:

[0007] (1) By arranging the column, column reinforcement, column anchor reinforcement, main reinforcement, stirrups, bottom reinforcement, column cap, casting hole and column cap anchor reinforcement, the function of rapid construction is achieved, thereby effectively solving the cumbersome and time-consuming operation caused by the large workload, thereby effectively improving the economy and safety, and meeting people's work needs. BRIEF DESCRIPTION OF THE DRAWINGS

[0008] The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation of the present invention. In the accompanying drawings:

[0009] Figure 1 It is a schematic diagram of the overall structure of the utility model.

[0010] In the figure: 1. Column; 2. Column reinforcement; 3. Column anchor reinforcement; 4. Main reinforcement; 5. Stirrups; 6. Bottom reinforcement; 7. Column cap; 8. Casting hole; 9. Column cap anchor reinforcement. DETAILED DESCRIPTION

[0011] The following is a non-limiting detailed description of the technical solution of the present invention in conjunction with preferred embodiments and their accompanying drawings. Obviously, the described embodiments are only a portion of the embodiments of the present invention, and not all of them. All other embodiments derived by persons of ordinary skill in the art based on the embodiments of the present invention without inventive effort are also within the scope of protection of the present invention.

[0012] See also Figure 1 The utility model provides a technical solution: a beamless floor column top column cap reinforcement structure, including a column body 1, the bottom outer wall of the column body 1 is provided with column reinforcement 2, the top outer wall of the column body 1 is provided with column anchor reinforcement 3, the top of the column reinforcement 2 is welded with main reinforcement 4, the outer wall of the main reinforcement 4 is welded with stirrups 5, the top of the main reinforcement 4 is welded with bottom reinforcement 6, the outer wall of the bottom reinforcement 6 is provided with a column cap 7, the top of the column cap 7 is provided with a casting hole 8, and the bottom of the column cap 7 is provided with column cap anchor reinforcement 9. By arranging the column body 1, column reinforcement 2, column anchor reinforcement 3, main reinforcement 4, stirrups 5, bottom reinforcement 6, column cap 7, casting hole 8 and column cap anchor reinforcement 9, the function of rapid construction is achieved, thereby effectively solving the cumbersome operation and time-consuming and labor-intensive operation caused by large workload, thereby effectively improving economy and safety, and meeting people's work needs.

[0013] During construction, first, the bottom of the column cap 7 and the surface of the column body 1 at the reinforced part are roughened to expose the fresh concrete surface, and then the column cap anchor bar 9 with a diameter of 8 is planted at the bottom of the column cap 7, and the column anchor bar 3 with a diameter of 8 is planted on the side of the column body 1 at the reinforced part. The column anchor bar 3 and the column cap anchor bar 9 are both distributed in an array with a spacing of 500mm. Then, two concrete pouring holes 8 are left at the top of the column cap 7, and then part of the bottom bar 6 at the bottom of the column cap 7 is peeled out, and the bottom bar 6 is welded to the newly added main bar 4 on one side, and then the column bar 2 on part of the column body 1 is peeled out, and the column bar 2 is welded to the newly added main bar 4 on one side, and then annular stirrups 5 are set on the inner side of the newly added main bar 4 and welded closed. Finally, the formwork is supported, and then concrete is poured from the reserved pouring holes 8 to complete the overall construction structure. The structure is simple, construction efficiency is effectively improved, construction workload is saved, and the problem of cumbersome construction operations caused by complex structure is solved.

[0014] In the description of the present invention, it should be understood that the terms "up", "down", "front", "back", "left", "right", etc., indicating directions or positional relationships, are based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction. Therefore, they should not be understood as limitations on the present invention.

[0015] Finally, it should be pointed out that the above embodiments are intended only to illustrate the technical solutions of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the above embodiments, those skilled in the art will appreciate that modifications may be made to the technical solutions described in the above embodiments, or that some of the technical features may be replaced with equivalents. Such modifications or replacements do not deviate from the spirit and scope of the technical solutions of the various embodiments of the present invention.

Claims

1. A column cap reinforcement structure for a beamless floor, comprising a column body (1), characterized in that: The bottom outer wall of the column (1) is provided with a column reinforcement (2), the top outer wall of the column (1) is provided with a column anchor reinforcement (3), the top of the column reinforcement (2) is welded with a main reinforcement (4), the outer wall of the main reinforcement (4) is welded with a stirrup (5), the top of the main reinforcement (4) is welded with a bottom reinforcement (6), the outer wall of the bottom reinforcement (6) is provided with a column cap (7), the top of the column cap (7) is provided with a casting hole (8), and the bottom of the column cap (7) is provided with a column cap anchor reinforcement (9).