Assembled building anti-seismic support

Through the combined design of assembled building seismic support, the triangular buffer system of double-layer bearing beams and damping parts is used to solve the problems of complex structure and insufficient energy absorption of traditional seismic support, and efficient seismic protection is achieved.

CN223061754UActive Publication Date: 2025-07-04CHENGDU KELAIDI ELECTRONICS CO LTD
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Patent Information

Application Number
CN202422283922.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-19
Publication Date
2025-07-04
Estimated Expiration
2034-09-19

AI Technical Summary

Technical Problem

The traditional seismic support has complex structures and inconvenient installation. It lacks sufficient energy absorption and release mechanisms in the face of strong earthquakes, resulting in serious damage to the building structure.

Method used

A seismic anti-seismic bracket of assembled building is designed, using a combined support frame, including connecting plates, support end plates, bearing beams and damping parts. The bearing beams are distributed on both layers and have anti-bending grooves. The damping parts and the support form a triangular buffering system to achieve rapid assembly and energy absorption.

Benefits of technology

It improves earthquake resistance, reduces structural deformation and damage, enhances construction efficiency and connection stability, can evenly distribute loads, quickly respond to earthquakes, and reduces building vibration amplitude.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a split mounting type building anti-seismic support, and relates to the technical field of building anti-seismic. The combined supporting frame comprises a connecting plate, supporting end plates integrally arranged on the edge of the connecting plate, bearing beams fixed between the supporting end plates at equal intervals, a support assembled on the edge of the supporting end plates, and damping pieces connected to the ends of the support and the corners of the supporting end plates. Through the design of the bearing beams distributed in a double-layer mode and the application of the anti-bending grooves, the bending resistance and the overall rigidity of the structure are greatly improved, the risk of structural deformation in an earthquake is reduced, the symmetrically-arranged support structures enable the whole anti-seismic support system to evenly distribute loads when the earthquake happens, and the anti-seismic performance of the whole anti-seismic support system is improved. And the structure failure caused by local overload is prevented, and the impact energy brought by an earthquake is effectively absorbed through the design of a triangular buffer system, namely a buffer system formed by the damping piece and the support.
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Description

Technical Field

[0001] The utility model belongs to the technical field of building earthquake resistance, and particularly relates to an assembled building earthquake resistance bracket. Background Art

[0002] With the acceleration of global urbanization, more and more people are concentrated in large cities, especially in earthquake-prone areas, and the safety of buildings has become a focus of attention. Traditional building earthquake resistance measures often rely on the strength of building materials and the rationality of structural design, but there are still shortcomings in the face of strong earthquakes. In recent years, with the advancement of science and technology, earthquake-resistant support technology has developed rapidly. Although traditional earthquake-resistant supports have improved the earthquake resistance of buildings to a certain extent, due to factors such as their complex structure and inconvenient installation, it is difficult to meet the requirements of modern buildings for earthquake resistance. In addition, when facing strong earthquakes, traditional supports often cause serious damage to the building structure due to the lack of sufficient energy absorption and release mechanisms.

[0003] To this end, we provide an assembled building earthquake-resistant support to solve the above-mentioned problems. Utility Model Content

[0004] In order to solve the above technical problems, the utility model is realized by the following technical solutions:

[0005] The utility model is an assembled earthquake-resistant building support, comprising a combined support frame, which includes a connecting plate, a support end plate integrally arranged on the edge of the connecting plate, a receiving beam fixed between the support end plates at equidistant intervals, a support mounted on the edge of the support end plate, and a damping member connected to the end of the support and the corner of the support end plate.

[0006] The utility model is further configured that the supporting beam is distributed in double layers, and anti-bending grooves are provided on both sides of the supporting beam.

[0007] The utility model is further configured that a mounting groove is opened at the edge of the connecting plate, a fastener is inserted into the mounting groove, and the connecting plate is fixed to the external mounting surface via the fastener.

[0008] The utility model is further configured such that the telescopic movable end of the damping member is connected with an ear seat, the main body end of the damping member is movably connected to the connecting seat, the ear seat is fixed to the end of the bracket, and the connecting seat is fixed to the corner of the outer edge of the connecting plate.

[0009] The utility model is further configured such that the damping member and the bracket form a triangular buffer system, and the bracket is symmetrically arranged with respect to the supporting end plate.

[0010] The present utility model is further configured such that the bracket is an integrally formed structure, and the bracket is in supporting cooperation with the external building structure surface.

[0011] The present utility model has the following beneficial effects:

[0012] 1. Through the design of the double-layer distributed bearing beams and the application of the anti-bending grooves in the present utility model, the bending resistance and overall rigidity of the structure are greatly improved, the risk of structural deformation during an earthquake is reduced, and the symmetrically arranged bracket structure enables the entire seismic support system to evenly distribute the load during an earthquake, preventing structural failure caused by local overload. Through the design of the triangular buffer system, that is, the buffer system composed of the damping member and the bracket, the impact energy brought by the earthquake is effectively absorbed, and the vibration amplitude of the building is reduced. By setting the damping member at the corner of the end of the bracket and the supporting end plate, a dynamic response mechanism is realized, which can quickly respond during an earthquake and reduce the damage suffered by the structure.

[0013] 2. By using the combined support frame, the seismic support of the present utility model realizes rapid on-site assembly, improves the construction efficiency and reduces the installation cost. The installation grooves are provided on the connecting plate, enabling the fasteners to be conveniently fixed to the external installation surface, enhancing the connection stability between the bracket and the building structure. The integrally formed bracket design ensures the high strength and good durability of the bracket, enabling it to still maintain excellent performance during long-term use. Through the modular design concept, the seismic support can be flexibly configured according to different application scenarios.

[0014] Of course, it is not necessary for any product implementing the present utility model to simultaneously achieve all the above-mentioned advantages. Description of the Drawings

[0015] In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for describing the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments of the present utility model, and those of ordinary skill in the art can obtain other drawings based on these drawings without creative efforts.

[0016] Figure 1 It is a schematic view of the upper part of the overall structure of the present utility model.

[0017] Figure 2 It is a schematic view of the lower part of the overall structure of the present utility model.

[0018] Figure 3 It is a side view of the overall structure of the present utility model.

[0019] In the drawings, the list of components represented by each reference numeral is as follows:

[0020] 100. Combined support frame; 101. Connecting plate; 102. Damping member; 103. Bracket; 104. Support end plate; 105. Supporting beam; 106. Ear seat; 107. Connecting seat; 108. Mounting groove. DETAILED DESCRIPTION

[0021] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0022] Example

[0023] See also Figures 1 - 3 The utility model is an assembled anti-seismic support for buildings, comprising a combined support frame 100, wherein the combined support frame 100 comprises a connecting plate 101, a supporting end plate 104 integrally arranged at the edge of the connecting plate 101, a receiving beam 105 fixed between the supporting end plates 104 at equal intervals, a support 103 assembled at the edge of the supporting end plate 104, and a damping member 102 connected to the end of the support 103 and the corner of the supporting end plate 104.

[0024] Specifically, the supporting beam 105 is distributed in a double layer, and anti-bending grooves are provided on both sides of the supporting beam 105; the bracket 103 is an integrally formed structure, and the bracket 103 is supported and cooperated with the external building structure surface; the edge of the connecting plate 101 is provided with an installation groove 108, and fasteners are installed in the installation groove 108, and the connecting plate 101 is fixed to the external installation surface through the fasteners.

[0025] Further explanations of the above technical solution include:

[0026] The telescopic movable end of the damping member 102 is connected to an ear seat 106, the main body end of the damping member 102 is movably connected to a connecting seat 107, the ear seat 106 is fixed to the end of the bracket 103, and the connecting seat 107 is fixed to the corner of the outer edge of the connecting plate 101. The damping member 102 and the bracket 103 form a triangular buffer system, and the bracket 103 is symmetrically arranged with respect to the supporting end plate 104.

[0027] The combined support frame 100 is a modular seismic support system that can be flexibly assembled according to actual application requirements to adapt to building structures of different sizes and shapes. It is not only convenient for transportation and on-site installation, but also can be adjusted according to specific projects to maximize cost-effectiveness; its combined connecting plate 101 is the basis of the entire seismic support system and is made of high-strength materials such as steel or aluminum alloy to ensure sufficient bearing capacity. The mounting groove 108 allows the connection plate 101 to be fixed to the wall or other structure of the building using standard fasteners (such as screws or bolts), thereby providing a stable anchor point for the entire support system, or for the installation of adjacent support end plates 104; the support end plates 104 are located at the edges of the connection plates 101, and play a role in reinforcing and expanding the support area. They are combined with the connection plates 101 to increase the rigidity and stability of the entire system. When an earthquake occurs, they can help disperse the vibration from the ground and reduce the direct impact on the building.

[0028] The supporting beam 105 is a double-layer structure, which not only provides vertical support, but also enhances lateral stability through the anti-bending grooves on both sides. The design of the anti-bending grooves helps to prevent the beam from deforming when subjected to lateral forces, thereby improving the torsional resistance of the overall structure. The double-layer arrangement also enables the beam to better maintain its shape when subjected to seismic forces. The bracket 103 serves as a bridge between the supporting end plate 104 and the building. Its one-piece molded structure means that it has high strength and durability. The bracket 103 is designed to fit closely with the surface of the building structure to ensure that it can provide necessary support during an earthquake to avoid structural instability.

[0029] The damping element 102 is a key vibration reduction component in the earthquake-resistant system. It is connected to the ear seat 106 and the connecting seat 107 at both ends to form a triangular buffer zone. When an earthquake occurs, the damping element 102 will expand and contract to absorb and dissipate vibration energy and reduce the momentum transmitted to the building. This dynamic response mechanism can significantly reduce the risk of damage to the building.

[0030] Through the coordinated work of the above-mentioned components, this assembled building seismic support can effectively protect buildings and reduce losses during earthquakes, and due to its modular design, it can be quickly deployed in different building environments to meet various seismic requirements.

[0031] In the description of this specification, the description with reference to the terms "one embodiment", "example", "specific example", etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the utility model. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0032] The preferred embodiments of the present utility model disclosed above are only used to help illustrate the present utility model. The preferred embodiments do not describe all the details in detail, nor do they limit the present utility model to the specific embodiments described. Obviously, according to the content of this specification, many modifications and changes can be made. These embodiments are selected and specifically described in this specification in order to better explain the principle and practical application of the present utility model, so that those skilled in the art can well understand and utilize the present utility model. The present utility model is only limited by the claims and their full scope and equivalents.

Claims

1. A prefabricated building seismic support, comprising a combined support frame (100), characterized in that: The combined support frame (100) comprises a connecting plate (101), a supporting end plate (104) integrally arranged at the edge of the connecting plate (101), a receiving beam (105) fixed between the supporting end plates (104) at equal intervals, a bracket (103) mounted at the edge of the supporting end plate (104), and a damping member (102) connected to the end of the bracket (103) and the corner of the supporting end plate (104).

2. The assembled building seismic support according to claim 1, wherein, The supporting beam (105) is distributed in two layers, and anti-bending grooves are provided on both sides of the supporting beam (105).

3. The assembled building seismic support according to claim 1, characterized in that, The edge of the connecting plate (101) is provided with a mounting groove (108), a fastener is inserted into the mounting groove (108), and the connecting plate (101) is fixed to the external mounting surface via the fastener.

4. The assembled building seismic support according to claim 1, wherein, The telescopic movable end of the damping member (102) is connected to an ear seat (106), the main body end of the damping member (102) is movably connected to a connecting seat (107), the ear seat (106) is fixed to the end of the bracket (103), and the connecting seat (107) is fixed to the outer edge corner of the connecting plate (101).

5. A prefabricated building seismic support according to claim 1, characterized in that, The damping member (102) and the bracket (103) form a triangular buffer system, and the bracket (103) is symmetrically arranged with respect to the supporting end plate (104).

6. The assembled building seismic support according to claim 1, wherein The support (103) is an integrally formed structure, and the support (103) cooperates with the external building structure surface support.