A column top connection structure for large-span buildings

By introducing seismic-resistant components into the column top connection structure of long-span buildings, the problem of upper support swaying caused by vibration was solved, achieving higher connection strength and stability, and improving the seismic performance of the building.

CN224281614UActive Publication Date: 2026-05-26HEBEI KECHENG CONSTRUCTION ENGINEERING CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
HEBEI KECHENG CONSTRUCTION ENGINEERING CO LTD
Filing Date
2025-06-06
Publication Date
2026-05-26

AI Technical Summary

Technical Problem

Existing column top connection structures for large-span buildings are prone to swaying of the upper supports after vibration, affecting the stability of the building beams or ceilings.

Method used

Seismic-resistant components, including positioning tubes, springs, mounting bases, fixing sleeves, and rotating balls, are used to enhance the connection strength and stability of building connecting beams and large-span building columns, and to absorb impact forces through elasticity.

Benefits of technology

It improves the connection strength and stability of building connecting beams and large-span building columns, reduces the impact of vibration on the structure, and enhances the overall seismic performance.

✦ Generated by Eureka AI based on patent content.

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Patent Text Reader

Abstract

This utility model provides a column top connection structure for large-span buildings, including a large-span building column body, a connecting cylinder at the upper end of the large-span building column body, a building connecting beam fixedly connected to the upper end of the connecting cylinder, an upper sliding head fixedly connected to the lower end of the building connecting beam, a lower sliding seat fixedly connected to the upper end of the large-span building column body, and four sets of seismic-resistant components between the building connecting beam and the large-span building column body. This design solves the problem that the original device is prone to shaking of the upper support after being subjected to vibration, thus affecting the stability of the building beam or ceiling. This utility model has a reasonable structure and good practicality. It can increase the connection strength between the building connecting beam and the large-span building column body, while reducing the impact on the building connecting beam and the large-span building column body through the seismic-resistant components, thereby enhancing the stability of the large-span building column body.
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Description

Technical Field

[0001] This utility model is a column top connection structure for large-span buildings, belonging to the field of building engineering technology. Background Technology

[0002] Construction engineering refers to the physical engineering project formed by the construction of various types of buildings and their ancillary facilities, as well as the installation of supporting lines, pipelines, and equipment. "Buildings" refer to projects with roofs, beams, columns, walls, foundations, and internal spaces that meet people's needs for production, residence, study, and public activities. Construction engineering encompasses the planning, surveying, design, construction, and completion of various technical tasks related to the construction, renovation, or expansion of buildings and ancillary structures, resulting in the physical engineering project and the installation of supporting lines, pipelines, and equipment.

[0003] Publication number CN219175482U mentions a column-top connection structure for large-span buildings. This structure not only increases the connection strength between the supporting column and the canopy, making the connection more stable, but also improves the canopy's seismic resistance and wind load resistance, thus making the roof structure of large-span buildings safer and more reliable. However, this device is prone to shaking of the upper support after being subjected to vibration, which affects the stability of the building beams or the roof. There is an urgent need for a column-top connection structure for large-span buildings to solve the above-mentioned problems. Utility Model Content

[0004] In view of the shortcomings of the existing technology, the purpose of this utility model is to provide a column top connection structure for large-span buildings to solve the problems mentioned in the background technology. This utility model has good practicality and can increase the connection strength between the building connection beam and the large-span building column body, while reducing the impact on the building connection beam and the large-span building column body through seismic components, thereby enhancing the stability of the large-span building column body.

[0005] To achieve the above objectives, this utility model is implemented through the following technical solution: a large-span building column top connection structure, including a large-span building column body, a connecting cylinder is provided at the upper end of the large-span building column body, a building connecting beam is fixedly connected at the upper end of the connecting cylinder, an upper sliding head is fixedly connected at the lower end of the building connecting beam, and a lower sliding seat is fixedly connected at the upper end of the large-span building column body.

[0006] Four sets of seismic-resistant components are provided between the building connecting beam and the large-span building column body. One set of seismic-resistant components includes two positioning tubes, a spring, multiple mounting seats, multiple fixed sleeves, and multiple rotating balls. The two positioning tubes are respectively fixedly connected to the upper ends of the building connecting beam and the large-span building column body. The spring is fixedly connected to the lower end of the building connecting beam. The multiple mounting seats are respectively fixedly connected to the upper and lower ends of the building connecting beam and the large-span building column body. The multiple fixed sleeves are respectively fixedly connected to the upper and lower ends of the mounting seats. The multiple rotating balls are respectively rotatably connected to the multiple fixed sleeves.

[0007] Furthermore, a limit stop tube is fixedly connected to the surface of the large-span building column body, and fixed ribs are fixedly connected to both the front and rear ends of the large-span building column body.

[0008] Furthermore, both ends of the building connecting beam and the docking cylinder are fixedly connected with fixed ribs, and multiple sets of rotating balls are connected to each other in a rotating manner.

[0009] Furthermore, the lower sliding seat and the upper sliding head cooperate with each other, and the large-span building column body and the limiting stop tube are fixedly connected by threads.

[0010] Furthermore, the surfaces of the lower slide seat and the upper slide head are provided with a lubricating oil layer.

[0011] Furthermore, the upper end of the large-span building column body is fixedly connected with multiple limiting baffles.

[0012] The beneficial effects of this utility model are as follows: This utility model provides a large-span building column top connection structure. Because this utility model adds two positioning tubes, springs, multiple mounting seats, multiple fixing sleeves, multiple rotating balls, upper sliding heads, and lower sliding seats, our design improvements and actual use have shown that this device has a reasonable structure and good practicality. It can increase the connection strength between the building connecting beam and the large-span building column body, while reducing the impact on the building connecting beam and the large-span building column body through anti-seismic components, thereby enhancing the stability of the large-span building column body. Attached Figure Description

[0013] Other features, objects, and advantages of this invention will become more apparent from the following detailed description of non-limiting embodiments with reference to the accompanying drawings:

[0014] Figure 1 This is a first-view three-dimensional schematic diagram of the overall structure of a large-span building column top connection structure according to this utility model;

[0015] Figure 2 This is a cross-sectional structural diagram of a column top connection structure for a large-span building according to the present invention;

[0016] Figure 3This utility model relates to a column top connection structure for large-span buildings. Figure 2 Schematic diagram of the structure at point A;

[0017] Figure 4 This is a partial cross-sectional structural diagram of a column top connection structure for a large-span building according to the present invention;

[0018] Figure 5 This utility model relates to a column top connection structure for large-span buildings. Figure 4 Schematic diagram of the structure at point A;

[0019] Figure 6 This is a second-view three-dimensional schematic diagram of the overall structure of a large-span building column top connection structure according to this utility model.

[0020] In the diagram: 1-Large span building column body, 2-Fixing rib, 3-Limiting stop tube, 4-Connecting tube, 5-Building connecting beam, 6-Fixing rib plate, 7-Positioning tube, 8-Spring, 9-Upper slide head, 10-Lower slide seat, 11-Mounting seat, 12-Fixing sleeve, 13-Limiting stop plate, 14-Rotating ball. Detailed Implementation

[0021] To make the technical means, creative features, objectives and effects of this utility model easier to understand, the present utility model will be further described below in conjunction with specific embodiments.

[0022] Please see Figures 1-6 This utility model provides a technical solution: a column top connection structure for a large-span building, including a large-span building column body 1, a connecting cylinder 4 at the upper end of the large-span building column body 1, a building connecting beam 5 fixedly connected to the upper end of the connecting cylinder 4, an upper sliding head 9 fixedly connected to the lower end of the building connecting beam 5, a lower sliding seat 10 fixedly connected to the upper end of the large-span building column body 1, and four sets of seismic-resistant components between the building connecting beam 5 and the large-span building column body 1, one set of seismic-resistant components including two positioning tubes 7, a spring 8, multiple mounting seats 11, multiple fixing sleeves 12, and... Multiple rotating balls 14 and two positioning tubes 7 are respectively fixedly connected to the upper ends of the building connecting beam 5 and the large-span building column body 1. A spring 8 is fixedly connected to the lower end of the building connecting beam 5. Multiple mounting seats 11 are respectively fixedly connected to the upper and lower ends of the building connecting beam 5 and the large-span building column body 1. Multiple fixed sleeves 12 are respectively fixedly connected to the upper and lower ends of the mounting seats 11. Multiple rotating balls 14 are respectively rotatably connected to multiple fixed sleeves 12. This design solves the problem that the original device is prone to shaking of the upper support after being subjected to vibration, thus affecting the stability of the building beam or ceiling.

[0023] As the first embodiment of this utility model: a limiting stop tube 3 is fixedly connected to the surface of the large-span building column body 1. Fixed ribs 2 are fixedly connected to both the front and rear ends of the large-span building column body 1. The limiting stop tube 3 installed on the surface of the large-span building column body 1 can limit the connecting cylinder 4 to the surface of the large-span building column body 1. The connecting cylinder 4 can be fixedly connected to the large-span building column body 1 by bolts. The fixed ribs 2 installed on the surface of the large-span building column body 1 can enhance the overall strength of the large-span building column body 1, enabling it to stably fix the building connecting beam 5. Fixed rib plates 6 are fixedly connected to both the left and right ends of the building connecting beam 5 and the connecting cylinder 4. Multiple sets of rotating balls 14 cooperate and rotate together. The fixed rib plates 6 installed at both ends of the building connecting beam 5 and the connecting cylinder 4 can enhance the firmness of the building connecting beam 5 and the connecting cylinder 4. When the building connecting beam 5 is connected to the large-span building column body 1, the multiple sets of rotating balls 14 can cooperate and connect, thereby reducing the impact on the building connecting beam 5 and the large-span building column body 1. The sliding seat 10 and the upper sliding head 9 cooperate with each other. The large-span building column body 1 and the limiting stop tube 3 are fixedly connected by threads. The upper sliding head 9 swings within the sliding seat 10, and the impact is absorbed by the spring 8 and multiple rotating balls 14, thereby increasing the toughness of the building connecting beam 5 and the large-span building column body 1. The surfaces of the sliding seat 10 and the upper sliding head 9 are provided with a lubricating oil layer, which can reduce the wear between the sliding seat 10 and the upper sliding head 9, thereby increasing the service life of the upper sliding head 9 and the sliding seat 10. Multiple limiting baffles 13 are fixedly connected to the upper end of the large-span building column body 1. The limiting baffles 13 installed on the large-span building column body 1 can limit the rotating balls 14 to be installed in the fixed sleeve 12.

[0024] As a second embodiment of this utility model: First, the connecting cylinder 4 is fitted onto the surface of the large-span building column body 1, and then the connecting cylinder 4 and the large-span building column body 1 can be fixedly connected by bolts. At the same time, the upper sliding head 9 is positioned in the lower sliding seat 10. When the building connecting beam 5 and the large-span building column body 1 are shaken by external impact, the building connecting beam 5 and the large-span building column body 1 can absorb the impact under the elastic force of the spring 8. At the same time, multiple rotating balls 14 rotate and cooperate with each other to prevent the building connecting beam 5 and the large-span building column body 1 from shifting.

[0025] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. It will be apparent to those skilled in the art that this utility model is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or basic characteristics of this utility model. Therefore, the embodiments should be considered exemplary and non-limiting in all respects. The scope of this utility model is defined by the appended claims rather than the foregoing description, and thus all variations falling within the meaning and scope of equivalents of the claims are intended to be included within this utility model. No reference numerals in the claims should be construed as limiting the scope of the claims.

[0026] Furthermore, it should be understood that although this specification describes embodiments, not every embodiment contains only one independent technical solution. This narrative style is merely for clarity. Those skilled in the art should consider the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A column top connection structure for a large-span building, comprising a large-span building column body (1), characterized in that: The upper end of the large-span building column body (1) is provided with a connecting tube (4), the upper end of the connecting tube (4) is fixedly connected with a building connecting beam (5), the lower end of the building connecting beam (5) is fixedly connected with an upper sliding head (9), and the upper end of the large-span building column body (1) is fixedly connected with a lower sliding seat (10). Four sets of seismic-resistant components are provided between the building connecting beam (5) and the large-span building column body (1). One set of seismic-resistant components includes two positioning tubes (7), a spring (8), multiple mounting seats (11), multiple fixed sleeves (12), and multiple rotating balls (14). The two positioning tubes (7) are fixedly connected to the upper ends of the building connecting beam (5) and the large-span building column body (1), respectively. The spring (8) is fixedly connected to the lower end of the building connecting beam (5). The multiple mounting seats (11) are fixedly connected to the upper and lower ends of the building connecting beam (5) and the large-span building column body (1), respectively. The multiple fixed sleeves (12) are fixedly connected to the upper and lower ends of the mounting seats (11), respectively. The multiple rotating balls (14) are rotatably connected to the multiple fixed sleeves (12).

2. The column top connection structure for a large-span building according to claim 1, characterized in that: The surface of the large-span building column body (1) is fixedly connected with a limit stop tube (3), and the front and rear ends of the large-span building column body (1) are fixedly connected with fixed ribs (2).

3. The column top connection structure for a large-span building according to claim 1, characterized in that: The building connecting beam (5) and the docking cylinder (4) are both fixedly connected to fixed ribs (6), and multiple sets of rotating balls (14) are connected to each other in rotation.

4. The column top connection structure for a large-span building according to claim 1, characterized in that: The sliding seat (10) and the upper sliding head (9) cooperate with each other, and the large-span building column body (1) and the limiting stop tube (3) are fixedly connected by threads.

5. The column top connection structure for a large-span building according to claim 1, characterized in that: The surfaces of the lower slide (10) and the upper slide (9) are provided with a lubricating oil layer.

6. The column top connection structure for a large-span building according to claim 1, characterized in that: The upper end of the large-span building column body (1) is fixedly connected with multiple limiting baffles (13).