Anti-seismic assembled frame connecting device

Abstract

The utility model provides a kind of anti-seismic fabricated frame connecting device, it is related to fabricated steel structure frame technical field, comprising: steel column, steel crossbeam is equipped on the steel column;First fixed sleeve is sleeved on steel column, and first fixed sleeve is located at the position of steel column and steel crossbeam connection, by positioning column and positioning sleeve frame are connected, first fixed sleeve and connecting end plate can be positioned quickly, while by fixed frame and elastic plate intercoordination to steel crossbeam is positioned, ensure that connecting end plate and first fixed sleeve and steel crossbeam's preset bolt hole are aligned, prevent bolt fastening process from deviating, avoid the condition of artificial repeated positioning, effectively improve on-site assembly efficiency, solve the existing fabricated frame connecting device when using, due to traditional bolt fastening process is prone to deviation, need multiple construction personnel to support component and repeatedly adjust, positioning time-consuming is relatively long, cause the problem of low assembly efficiency.

Description

Technical Field

[0001] This utility model relates to the field of prefabricated steel structure frame technology, and in particular to a seismic-resistant prefabricated frame connection device. Background Technology

[0002] Prefabricated steel frame structures use prefabricated steel columns, beams, and supports as core load-bearing units, and are assembled on-site using standardized connection structures (bolts, flanges, end plates, etc.) to form a spatial load-bearing system. It is a combination of prefabricated and steel structure architecture, possessing multiple advantages such as industrialized production, rapid construction, and excellent structural performance.

[0003] When using existing prefabricated frame connection devices, the traditional bolt tightening process is prone to displacement, requiring multiple construction workers to work together to support the components and make repeated adjustments, which takes a long time and results in low assembly efficiency. Moreover, the connection nodes between traditional steel columns and steel beams are mostly rigid connection structures. When subjected to dynamic loads such as earthquakes and strong winds, stress concentration is likely to occur at the nodes, leading to bolt breakage, end plate deformation, or even node failure, which seriously affects the overall stability of the frame structure. Utility Model Content

[0004] This utility model relates to an earthquake-resistant prefabricated frame connection device. By engaging the positioning column with the positioning sleeve, the first fixed sleeve and the connecting end plate can be quickly positioned. At the same time, the fixed frame and the elastic plate cooperate to limit the steel beam, ensuring that the connecting end plate is aligned with the preset bolt holes of the first fixed sleeve and the steel beam. This prevents displacement during bolt tightening, avoids the need for manual repositioning, and effectively improves on-site assembly efficiency.

[0005] This utility model provides a seismic-resistant prefabricated frame connection device, specifically including: a steel column, on which a steel beam is provided; a first fixing sleeve is fitted on the steel column, and the first fixing sleeve is located at the connection between the steel column and the steel beam; connecting end plates are provided on the upper and lower sides of the end of the steel beam; a second fixing sleeve is fitted on the steel column, and the second fixing sleeve is located below the first fixing sleeve; a second fixing plate is provided at the bottom of the steel beam; and a diagonal bracing assembly is provided between the second fixing plate and the second fixing sleeve.

[0006] Furthermore, the first fixing sleeve has a rectangular cavity structure, and a positioning post is fixedly installed on the outside of the first fixing sleeve. A fixing frame is provided on the outside of the first fixing sleeve, and elastic plates are provided on the upper and lower sides of the fixing frame, and the elastic plates have a U-shaped structure.

[0007] Furthermore, the connecting end plate has an L-shaped structure, and a through groove is provided in the middle of the connecting end plate. A positioning sleeve is provided on the connecting end plate, and the positioning sleeve corresponds to the position of the through groove.

[0008] Furthermore, the connecting end plate is fixedly connected to the first fixing sleeve and the steel crossbeam by bolts, and the positioning column is engaged with the positioning sleeve frame, and the fixing frame is located on both sides of the end of the steel crossbeam, and the elastic plate is in contact with the steel crossbeam.

[0009] Furthermore, the second fixing sleeve has a rectangular cavity structure, and a first fixing plate is provided on the outside of the second fixing sleeve. The first fixing plate is fixedly connected to the second fixing sleeve by bolts, and a first connecting ear plate is provided on the first fixing plate.

[0010] Furthermore, the second fixing plate is fixedly connected to the steel crossbeam by bolts, and the second fixing plate is provided with a second connecting ear plate.

[0011] Furthermore, the diagonal brace assembly includes an adjustment frame, a mounting bracket, a first connecting ear, and a second connecting ear. The mounting bracket is fitted onto the adjustment frame. The first connecting ear is located at the bottom of the adjustment frame and is rotatably connected to the first connecting ear plate via a pin. The second connecting ear is located at the top of the mounting bracket and is rotatably connected to the second connecting ear plate via a pin.

[0012] Furthermore, the diagonal brace assembly also includes a connecting bolt, a compression spring, and a support plate. The top of the adjustment frame has two connecting bolts, which are distributed in parallel. A compression spring is fitted on the connecting bolt. A support plate is fixedly installed inside the mounting frame. The connecting bolt slides through the support plate and is controlled by a locking nut. The compression spring is supported between the adjustment frame and the support plate.

[0013] This utility model provides a seismic-resistant prefabricated frame connection device, which has the following advantages: This utility model includes a first fixing sleeve, which is engaged with the positioning sleeve frame by a positioning post. This allows the first fixing sleeve and the connecting end plate to be quickly positioned. At the same time, the fixing frame and the elastic plate work together to limit the movement of the steel beam, ensuring that the connecting end plate is aligned with the preset bolt holes of the first fixing sleeve and the steel beam. This prevents displacement during bolt tightening, avoids the need for manual repositioning, and effectively improves on-site assembly efficiency.

[0014] Furthermore, in this utility model, the adjustment frame and installation sleeve cooperate with the connecting bolt rod and support plate, and combined with the elastic support of the compression spring, the buffer can be achieved through compression deformation, avoiding stress concentration at the joint, which greatly improves the seismic buffering effect of the connection joint between the steel column and the steel beam, and ensures the overall stability of the frame structure. Attached Figure Description

[0015] To more clearly illustrate the technical solutions of the embodiments of this utility model, the accompanying drawings of the embodiments will be briefly described below.

[0016] The accompanying drawings described below are only related to some embodiments of the present invention and are not intended to limit the scope of the present invention.

[0017] In the attached diagram: Figure 1 This shows a schematic diagram of the overall axial view structure of this application; Figure 2 A schematic diagram of the first fixed sleeve structure of this application is shown; Figure 3 This paper shows a schematic diagram of the disassembled structure of some of the steel beams and connecting end plates of this application; Figure 4 A schematic diagram of the second fixing sleeve, the second fixing plate, and the diagonal brace assembly of this application is shown; Figure 5 A schematic diagram of the diagonal bracing component in its disassembled state is shown.

[0018] List of reference numerals in the attached diagram: 1. Steel column; 2. Steel beam; 3. First fixing sleeve; 301. Positioning column; 302. Fixing frame; 303. Elastic plate; 4. Connecting end plate; 401. Through groove; 402. Positioning sleeve frame; 5. Second fixing sleeve; 501. First fixing plate; 502. First connecting ear plate; 6. Second fixing plate; 601. Second connecting ear plate; 7. Diagonal brace assembly; 701. Adjusting frame; 702. Mounting sleeve frame; 703. First connecting double ear; 704. Second connecting double ear; 705. Connecting bolt; 706. Compression spring; 707. Support plate. Detailed Implementation

[0019] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of this utility model. Based on the described embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model.

[0020] Example 1: Please refer to Figures 1 to 5 : This utility model proposes an earthquake-resistant prefabricated frame connection device, comprising: a steel column 1, on which a steel beam 2 is provided; a first fixing sleeve 3 is fitted on the steel column 1, and the first fixing sleeve 3 is located at the connection between the steel column 1 and the steel beam 2; connecting end plates 4 are provided on the upper and lower sides of the end of the steel beam 2; a second fixing sleeve 5 is fitted on the steel column 1, and the second fixing sleeve 5 is located below the first fixing sleeve 3; a second fixing plate 6 is provided at the bottom of the steel beam 2; and a diagonal bracing assembly 7 is provided between the second fixing plate 6 and the second fixing sleeve 5.

[0021] In this embodiment, as Figure 2 and Figure 3 As shown, the first fixing sleeve 3 has a rectangular cavity structure, and a positioning post 301 is fixedly installed on the outside of the first fixing sleeve 3. A fixing frame 302 is provided on the outside of the first fixing sleeve 3. Elastic plates 303 are provided on the upper and lower sides of the fixing frame 302, and the elastic plates 303 have a U-shaped structure. The connecting end plate 4 has an L-shaped structure, and a through groove 401 is provided in the middle of the connecting end plate 4. A positioning sleeve 402 is provided on the connecting end plate 4, and the positioning sleeve 402 corresponds to the through groove 401. The connecting end plate 4 is fixedly connected to the first fixing sleeve 3 and the steel crossbeam 2 by bolts, and the positioning post 301 is engaged with the positioning sleeve frame 402. The fixing frame 302 is located on both sides of the end of the steel crossbeam 2, and the elastic plate 303 is in contact with the steel crossbeam 2. In this utility model, the first fixing sleeve 3 is provided. The positioning post 301 is engaged with the positioning sleeve frame 402, which can quickly position the first fixing sleeve 3 and the connecting end plate 4. At the same time, the fixing frame 302 and the elastic plate 303 cooperate with each other to limit the steel crossbeam 2, ensuring that the connecting end plate 4 is aligned with the preset bolt holes of the first fixing sleeve 3 and the steel crossbeam 2.

[0022] Example 2, based on Example 1, such as Figure 4 and Figure 5 As shown, the second fixing sleeve 5 has a rectangular through cavity structure, and the second fixing sleeve 5 is provided with a first fixing plate 501 on the outside. The first fixing plate 501 is fixedly connected to the second fixing sleeve 5 by bolts, and the first fixing plate 501 is provided with a first connecting ear plate 502. The second fixing plate 6 is fixedly connected to the steel crossbeam 2 by bolts, and the second fixing plate 6 is provided with a second connecting ear plate 601; The diagonal brace assembly 7 includes an adjustment frame 701, a mounting sleeve 702, a first connecting ear 703, and a second connecting ear 704. The mounting sleeve 702 is fitted onto the adjustment frame 701. The first connecting ear 703 is provided at the bottom of the adjustment frame 701 and is rotatably connected to the first connecting ear plate 502 via a pin. The second connecting ear 704 is provided at the top of the mounting sleeve 702 and is rotatably connected to the second connecting ear plate 601 via a pin. The diagonal bracing assembly 7 also includes a connecting bolt 705, a compression spring 706, and a support plate 707. The top of the adjusting frame 701 has two connecting bolts 705, which are distributed in parallel. A compression spring 706 is fitted on the connecting bolt 705. The support plate 707 is fixedly installed inside the mounting sleeve 702. The connecting bolt 705 slides through the support plate 707 and is controlled by a locking nut. The compression spring 706 is supported between the adjusting frame 701 and the support plate 707. In this utility model, the adjusting frame 701 and the mounting sleeve 702 cooperate with the connecting bolt 705 and the support plate 707, and combined with the elastic support of the compression spring 706, buffering can be achieved through compression deformation, avoiding stress concentration at the joint, and greatly improving the seismic buffering effect of the connection joint between the steel column 1 and the steel beam 2.

[0023] The working principle of this embodiment is as follows: During assembly and use, the positioning column 301 is engaged with the positioning sleeve 402, which allows the first fixing sleeve 3 and the connecting end plate 4 to be quickly positioned. At the same time, the fixing frame 302 and the elastic plate 303 cooperate to limit the steel beam 2, ensuring that the connecting end plate 4 is aligned with the preset bolt holes of the first fixing sleeve 3 and the steel beam 2. Through the cooperation of the adjusting frame 701 and the mounting sleeve 702 with the connecting bolt rod 705 and the support plate 707, and combined with the elastic support of the compression spring 706, the compression deformation can achieve buffering, avoid stress concentration at the joint, and greatly improve the seismic buffering effect of the connection joint between the steel column 1 and the steel beam 2.

[0024] The embodiments of this utility model are given for illustrative and descriptive purposes only, and are not intended to be exhaustive or to limit the utility model to the forms disclosed. Many modifications and variations will be apparent to those skilled in the art. The embodiments were chosen and described in order to better illustrate the principles and practical applications of this utility model, and to enable those skilled in the art to understand this utility model and design various embodiments with various modifications suitable for a particular purpose.

Claims

1. A seismic-resistant prefabricated frame connection device, characterized in that, include: A steel column (1) is provided with a steel crossbeam (2); a first fixing sleeve (3) is fitted on the steel column (1), and the first fixing sleeve (3) is located at the connection between the steel column (1) and the steel crossbeam (2); a connecting end plate (4) is provided on the upper and lower sides of the end of the steel crossbeam (2); a second fixing sleeve (5) is fitted on the steel column (1), and the second fixing sleeve (5) is located below the first fixing sleeve (3); a second fixing plate (6) is provided at the bottom of the steel crossbeam (2); a diagonal bracing assembly (7) is provided between the second fixing plate (6) and the second fixing sleeve (5).

2. The earthquake-resistant prefabricated frame connection device according to claim 1, characterized in that, The first fixing sleeve (3) is a rectangular through cavity structure, and a positioning column (301) is fixedly installed on the outside of the first fixing sleeve (3). A fixing frame (302) is provided on the outside of the first fixing sleeve (3). Elastic plates (303) are provided on the upper and lower sides of the fixing frame (302), and the elastic plates (303) are U-shaped.

3. The earthquake-resistant prefabricated frame connection device according to claim 1, characterized in that, The connecting end plate (4) has an L-shaped structure, and a through groove (401) is provided in the middle of the connecting end plate (4). A positioning sleeve (402) is provided on the connecting end plate (4), and the positioning sleeve (402) corresponds to the through groove (401).

4. The earthquake-resistant prefabricated frame connection device according to claim 1, characterized in that, The connecting end plate (4) is fixedly connected to the first fixing sleeve (3) and the steel beam (2) by bolts, and the positioning column (301) is engaged with the positioning sleeve frame (402), and the fixing frame (302) is located on both sides of the end of the steel beam (2), and the elastic plate (303) is in contact with the steel beam (2).

5. The earthquake-resistant prefabricated frame connection device according to claim 1, characterized in that, The second fixing sleeve (5) has a rectangular cavity structure, and the second fixing sleeve (5) is provided with a first fixing plate (501) on the outside. The first fixing plate (501) is fixedly connected to the second fixing sleeve (5) by bolts. The first fixing plate (501) is provided with a first connecting ear plate (502).

6. The earthquake-resistant prefabricated frame connection device according to claim 1, characterized in that, The second fixing plate (6) is fixedly connected to the steel beam (2) by bolts, and the second fixing plate (6) is provided with a second connecting ear plate (601).

7. The earthquake-resistant prefabricated frame connection device according to claim 1, characterized in that, The diagonal brace assembly (7) includes an adjustment frame (701), a mounting sleeve (702), a first connecting ear (703), and a second connecting ear (704). The mounting sleeve (702) is fitted onto the adjustment frame (701). The first connecting ear (703) is provided at the bottom of the adjustment frame (701), and the first connecting ear (703) is rotatably connected to the first connecting ear plate (502) via a pin. The second connecting ear (704) is provided at the top of the mounting sleeve (702), and the second connecting ear (704) is rotatably connected to the second connecting ear plate (601) via a pin.

8. The earthquake-resistant prefabricated frame connection device according to claim 1, characterized in that, The diagonal bracing assembly (7) also includes a connecting rod (705), a compression spring (706), and a support plate (707). The top of the adjusting frame (701) is provided with two connecting rods (705), and the two connecting rods (705) are distributed in parallel. A compression spring (706) is fitted on the connecting rod (705). The support plate (707) is fixedly installed inside the mounting bracket (702). The connecting rod (705) slides through the support plate (707) and is controlled by a locking nut. The compression spring (706) is supported between the adjusting frame (701) and the support plate (707).

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