Fabricated steel structure frame

By introducing seismic isolation bearings and self-resetting eccentric support components into the prefabricated steel structure frame, the problem of steel structure frame deformation after an earthquake was solved, achieving better seismic performance and structural stability.

CN223922395UActive Publication Date: 2026-02-17JINAN HAIYAO NEW ENERGY EQUIP CO LTD
View PDF 1 Cites 0 Cited by

Patent Information

Application Number
CN202520527179.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-03-25
Publication Date
2026-02-17
Estimated Expiration
2035-03-25

AI Technical Summary

Technical Problem

Existing prefabricated steel frame structures are prone to deformation after earthquakes, resulting in poor seismic resistance.

Method used

The steel structure's horizontal and vertical members are connected using assembled components and supported by seismic isolation bearings and self-resetting eccentric support components, including seismic isolation plates, dampers, base plates, ground nails, mounting seats, swivel seats, telescopic rods, storage plates, telescopic springs, and fixing seats, to enhance seismic performance.

Benefits of technology

It effectively reduces the impact of earthquakes on steel frame structures, improves seismic resistance, prevents deformation, and enhances the lateral stiffness and load-bearing capacity of the structure.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN223922395U_ABST
    Figure CN223922395U_ABST
Patent Text Reader

Abstract

The utility model relates to the technical field of steel structure frames, and provides an assembly type steel structure frame which is good in anti-seismic effect and not prone to deformation and comprises a steel structure transverse rod, two steel structure vertical rods, an assembly assembly, a shock insulation support and a self-resetting eccentric supporting assembly. The assembling assembly is arranged between the steel structure cross rod and the steel structure vertical rod and used for connecting the steel structure cross rod and the steel structure vertical rod, the assembling assembly comprises assembling bolts and assembling nuts, the assembling bolts are arranged on the steel structure cross rod and the steel structure vertical rod, and the assembling nuts are arranged on the assembling bolts. Assembling holes matched with the assembling bolts are formed in the steel structure cross rod and the steel structure vertical rods, the assembling bolts are sleeved with the assembling nuts in a threaded mode, the shock insulation supports are arranged on the steel structure vertical rods, and the self-resetting eccentric supporting assemblies are arranged between the steel structure cross rod and the steel structure vertical rods and used for supporting the steel structure cross rod and the steel structure vertical rods.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] This utility model relates to the field of steel structure frame technology, and more specifically to a prefabricated steel structure frame. Background Technology

[0002] Steel frame structures are structures made primarily of steel and are one of the main types of building structures. Steel frame structures are characterized by high strength, light weight, and high rigidity, making them particularly suitable for constructing large-span, super-high, and super-heavy buildings. The material has good homogeneity and isotropy, making it an ideal elastic body that best conforms to the basic assumptions of general engineering mechanics. In addition, for ease of transportation, steel frame structures are assembled on the construction site.

[0003] An existing prefabricated steel structure frame for buildings, patent publication number CN118911281B, uses a first bolt to install the mounting components onto the mounting plate and crossbeams. After installation, a limiting component limits the universal ball joints, thereby installing the crossbeams. The universal ball joints, which can move and change angles, cooperate with the mounting plate, effectively improving the installation efficiency of the crossbeams and their utilization rate. This prevents the crossbeams from slightly bending during disassembly or transportation, which could affect installation and reuse. Crossbeams within a certain length range can be repeatedly installed and reused, thus facilitating the reconstruction of steel structure frames in factory buildings.

[0004] However, the existing technical solutions mentioned above are prone to deformation of the steel frame structure after an earthquake, resulting in poor earthquake resistance. Utility Model Content

[0005] (a) Technical problems to be solved

[0006] To address the shortcomings of existing technologies, this utility model provides a prefabricated steel structure frame to solve the problem mentioned in the background art that the steel structure frame is prone to deformation after an earthquake, resulting in poor seismic resistance.

[0007] (II) Technical Solution

[0008] To achieve the above objectives, this utility model provides the following technical solution: a prefabricated steel structure frame, comprising steel structure horizontal members, steel structure vertical members, assembly components, seismic isolation supports, and self-resetting eccentric support components. Two steel structure vertical members are provided, and both vertical members are detachably connected to the steel structure horizontal members. The assembly components are disposed between the steel structure horizontal members and the steel structure vertical members for connecting them. The seismic isolation supports are disposed on the steel structure vertical members. The self-resetting eccentric support components are disposed between the steel structure horizontal members and the steel structure vertical members for supporting them.

[0009] Preferably, the assembly component includes an assembly bolt and an assembly nut. The assembly bolt is disposed on the steel structure crossbar and the steel structure vertical bar. The steel structure crossbar and the steel structure vertical bar are provided with assembly holes that match the assembly bolt. The assembly nut is threaded onto the assembly bolt.

[0010] Furthermore, the seismic isolation bearing includes a seismic isolation plate, dampers, a base plate, and ground nails. The seismic isolation plate is fixedly connected to the steel structure vertical rod. Multiple dampers are provided, and all of the multiple dampers are fixedly installed on the seismic isolation plate. The base plate is fixedly connected to the multiple dampers. Multiple ground nails are provided, and the ground nails are installed on the base plate.

[0011] Furthermore, the self-resetting eccentric support assembly includes a mounting base, a rotating base, a telescopic rod, a storage plate, a telescopic spring, and a fixed base. The mounting base is detachably connected to the steel structure crossbar, the rotating base is slidably connected to the mounting base, two telescopic rods are provided, both of which are rotatably sleeved on the rotating base, two storage plates are provided, each of which is slidably sleeved on one of the two telescopic rods, the telescopic spring is connected between the telescopic rod and the storage plate, and two fixed bases are provided, each of which is detachably connected to one of the two steel structure vertical rods and rotatably connected to one of the two storage plates.

[0012] Furthermore, the mounting base includes a mounting plate, a sliding block, mounting springs, and mounting bolts. The mounting plate is disposed on the steel structure crossbar, and a sliding groove is formed on the mounting plate. The sliding block is slidably connected in the sliding groove, and the rotating seat is fixedly connected to the sliding block. Two mounting springs are provided, and both mounting springs are fixedly connected between the sliding groove and the sliding block. The mounting bolts are threadedly connected to the mounting plate, and the steel structure crossbar has mounting screw grooves that match the mounting bolts.

[0013] The fixed base includes an I-beam, a limiting bolt, and a rotating shaft. The I-beam is mounted on the steel structure vertical rod, the limiting bolt is threaded onto the I-beam, and the steel structure vertical rod has a limiting screw groove that matches the limiting bolt. The rotating shaft is fixedly connected to the I-beam, and the storage plate is rotatably connected to the rotating shaft.

[0014] (III) Beneficial Effects

[0015] In summary, this utility model has at least one of the following beneficial technical effects:

[0016] This prefabricated steel frame connects the horizontal and vertical steel members through assembly components, reduces the impact of earthquakes on the overall steel frame through seismic isolation bearings, and supports the horizontal and vertical steel members through self-resetting eccentric support components. Therefore, this prefabricated steel frame has good seismic resistance and is not prone to deformation. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0018] Figure 2 This is an exploded structural diagram showing the assembly of the steel structure crossbars, steel structure verticalbars, and mounting bolts of this utility model.

[0019] Figure 3 This is a partial cross-sectional structural diagram showing the cooperation of the rotating base, telescopic rod, and storage plate of this utility model;

[0020] Figure 4 This utility model Figure 3 A magnified schematic diagram of the structure at point A in the middle.

[0021] In the diagram: 1. Steel structure crossbar; 2. Steel structure vertical bar; 3. Assembly bolt; 4. Assembly nut; 5. Vibration isolation plate; 6. Damper; 7. Base plate; 8. Ground nail; 9. Rotary seat; 10. Telescopic rod; 11. Storage plate; 12. Telescopic spring; 13. Mounting plate; 14. Sliding block; 15. Mounting spring; 16. Mounting bolt; 17. I-beam; 18. Limit bolt; 19. Rotating shaft. Detailed Implementation

[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0023] The present invention will be further described in detail below with reference to the accompanying drawings.

[0024] Example 1

[0025] Reference Figures 1 to 4A prefabricated steel structure frame includes steel structure horizontal members 1, steel structure vertical members 2, assembly components, seismic isolation bearings, and self-resetting eccentric support components. Two steel structure vertical members 2 are provided, both of which can be detachably connected to the steel structure horizontal members 1. The assembly components are located between the steel structure horizontal members 1 and the steel structure vertical members 2 for connecting them. The assembly components include assembly bolts 3 and assembly nuts 4. Assembly bolts 3 are provided on the steel structure horizontal members 1 and the steel structure vertical members 2. Assembly holes matching the assembly bolts 3 are provided on both the steel structure horizontal members 1 and the steel structure vertical members 2. The assembly nuts 4 are threaded onto the assembly bolts 3. Matching grooves are provided between the steel structure horizontal members 1 and the steel structure vertical members 2. The steel structure horizontal members 1 and the steel structure vertical members 2 are aligned through specific grooves, the assembly bolts 3 are passed through the assembly holes, and the assembly nuts 4 are threaded onto the assembly bolts 3 and tightened, facilitating the connection and installation of the steel structure horizontal members 1 and the steel structure vertical members 2.

[0026] Reference Figures 1 to 4 The seismic isolation bearing is installed on the steel structure vertical member 2. The seismic isolation bearing includes a seismic isolation plate 5, a damper 6, a base plate 7, and ground nails 8. The seismic isolation plate 5 is fixedly connected to the steel structure vertical member 2. Multiple dampers 6 are provided and fixedly installed on the seismic isolation plate 5. The base plate 7 is fixedly connected to multiple dampers 6. The dampers 6 can reduce the impact of earthquakes on the overall steel structure frame. Multiple ground nails 8 are provided and installed on the base plate 7 to facilitate the fixation of the position of the base plate 7.

[0027] Reference Figures 1 to 4A self-resetting eccentric support assembly is installed between the steel structure horizontal bar 1 and the steel structure vertical bar 2 to support them. The self-resetting eccentric support assembly includes a mounting base, a rotating base 9, a telescopic rod 10, a storage plate 11, a telescopic spring 12, and a fixing base. The mounting base is detachably connected to the steel structure horizontal bar 1 and includes a mounting plate 13, a sliding block 14, a mounting spring 15, and mounting bolts 16. The mounting plate 13 is installed on the steel structure horizontal bar 1 and has a groove. The sliding block 14... The sliding connection is within the slide groove, and the rotating seat 9 is fixedly connected to the sliding block 14. Two mounting springs 15 are provided, and both mounting springs 15 are fixedly connected between the slide groove and the sliding block 14. The mounting bolts 16 are threadedly connected to the mounting plate 13, and the steel structure crossbar 1 has mounting screw grooves that match the mounting bolts 16. The rotating seat 9 is slidably connected to the mounting base. Two telescopic rods 10 are provided, and both telescopic rods 10 are rotatably sleeved on the rotating seat 9. Two storage plates 11 are provided, and the two storage plates 11 are slidably sleeved on two... On the telescopic rod 10, a telescopic spring 12 connects the telescopic rod 10 and the storage plate 11. Two fixing seats are provided, each detachably connected to one of the two steel structural vertical rods 2, and each fixing seat is rotatably connected to one of the two storage plates 11. Each fixing seat includes an I-beam 17, a limiting bolt 18, and a rotating shaft 19. The I-beam 17 is mounted on the steel structural vertical rod 2, the limiting bolt 18 is threaded onto the I-beam 17, and the steel structural vertical rod 2 has a limiting screw groove matching the limiting bolt 18. The rotating shaft 19 is fixedly connected... The mounting plate 13 is attached to the I-beam 17, and the storage plate 11 is rotatably connected to the rotating shaft 19. The mounting plate 13 is placed on the steel structure crossbar 1, and the mounting bolt 16 is rotated to enter the mounting screw groove. The I-beam 17 is placed on the steel structure vertical bar 2, and the limiting bolt 18 is rotated to enter the limiting screw groove. When an earthquake occurs, the support will generate an eccentric moment under the action of horizontal seismic force. This eccentric moment causes the support to generate a reverse bending moment to resist the lateral force, thereby improving the lateral stiffness and bearing capacity of the structure.

[0028] Example 2

[0029] In summary, the working principle and process of this prefabricated steel structure frame are as follows: First, align the steel structure horizontal bar 1 and steel structure vertical bar 2 through specific grooves. Then, pass the assembly bolt 3 through the assembly hole, and tighten the assembly nut 4 by threading it onto the assembly bolt 3. Drive the ground nail 8 into the ground, place the mounting plate 13 on the steel structure horizontal bar 1, rotate the mounting bolt 16 to make the mounting bolt 16 enter the mounting screw groove, place the I-beam plate 17 on the steel structure vertical bar 2, and rotate the limiting bolt 18 to make the limiting bolt 18 enter the limiting screw groove.

[0030] The embodiments described above merely illustrate specific implementations of this utility model, and while the descriptions are detailed, they should not be construed as limiting the scope of this utility model patent. It should be noted that those skilled in the art can make various modifications and improvements without departing from the concept of this utility model, and these modifications and improvements all fall within the protection scope of this utility model.

Claims

1. A fabricated steel structure frame comprising steel structure crossbars (1), characterized in that, Also include: Steel structure vertical pole (2), the steel structure vertical pole (2) is provided with two, two the steel structure vertical pole (2) is detachably connected on the steel structure cross bar (1); Assembly assembly, the assembly assembly is arranged between the steel structure cross bar (1) and the steel structure vertical pole (2), for connecting the steel structure cross bar (1) and the steel structure vertical pole (2); Isolation bearing, the isolation bearing is arranged on the steel structure vertical pole (2); Self-resetting eccentric support assembly, the self-resetting eccentric support assembly is arranged between the steel structure cross bar (1) and the steel structure vertical pole (2), for supporting the steel structure cross bar (1) and the steel structure vertical pole (2).

2. The fabricated steel structure frame according to claim 1, wherein, The assembly assembly includes: Assembly bolt (3), the assembly bolt (3) is arranged on the steel structure cross bar (1) and the steel structure vertical pole (2), and the steel structure cross bar (1) and the steel structure vertical pole (2) are provided with assembly holes matched with the assembly bolt (3); Assembly nut (4), the assembly nut (4) is threadedly sleeved on the assembly bolt (3).

3. The fabricated steel structure frame according to claim 2, wherein, The isolation bearing includes: Isolation plate (5), the isolation plate (5) is fixedly connected on the steel structure vertical pole (2); Damper (6), the damper (6) is provided with a plurality of, a plurality of the damper (6) is fixedly installed on the isolation plate (5); Bottom plate (7), the bottom plate (7) is fixedly connected on a plurality of the damper (6); Ground nail (8), the ground nail (8) is provided with a plurality of, and the ground nail (8) is arranged on the bottom plate (7).

4. The fabricated steel structure frame according to claim 3, wherein The self-resetting eccentric support assembly includes: Mounting seat, the mounting seat is detachably connected on the steel structure cross bar (1); Swivel seat (9), the swivel seat (9) is slidably connected on the mounting seat; Telescopic rod (10), the telescopic rod (10) is provided with two, two the telescopic rod (10) is rotatably sleeved on the swivel seat (9); Storage plate (11), the storage plate (11) is provided with two, two the storage plate (11) is slidably sleeved on two telescopic rods (10) respectively; Telescopic spring (12), the telescopic spring (12) is connected between the telescopic rod (10) and the storage plate (11); Fixed seat, the fixed seat is provided with two, two the fixed seat is detachably connected on two steel structure vertical poles (2) respectively, and two fixed seats are rotatably connected on two storage plates (11) respectively.

5. The fabricated steel structure frame according to claim 4, wherein The mounting seat includes: Mounting plate (13), the mounting plate (13) is arranged on the steel structure cross bar (1), and the mounting plate (13) is provided with a sliding groove; Sliding block (14), the sliding block (14) is slidably connected in sliding groove, and the swivel seat (9) is fixedly connected on the sliding block (14); Mounting spring (15), the mounting spring (15) is provided with two, two the mounting spring (15) is fixedly connected between the sliding groove and the sliding block (14). The mounting bolt (16) is threadedly connected on the mounting plate (13), and the steel structure cross rod (1) is provided with a mounting screw groove matched with the mounting bolt (16).

6. The fabricated steel structure frame according to claim 5, wherein The fixing seat comprises: A I-shaped plate (17) is arranged on the steel structure vertical rod (2); A limiting bolt (18) is threadedly connected on the I-shaped plate (17), and the steel structure vertical rod (2) is provided with a limiting screw groove matched with the limiting bolt (18); A rotating shaft (19) is fixedly connected on the I-shaped plate (17), and the receiving plate (11) is rotatably connected on the rotating shaft (19).

Citation Information

Patent Citations

  • An assembled steel structure frame for building

    CN118911281B