A new vibration isolation building structure

CN224902857UActive Publication Date: 2026-10-27HUBEI ENG CONSTR GRP THIRD CONSTR ENG CO LTD
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Patent Information

Application Number
CN202522374619.5
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-11-10
Publication Date
2026-10-27
Estimated Expiration
2035-11-10

AI Technical Summary

Technical Problem

[0004]本实用新型的目的在于提供一种新型隔振建筑结构,以解决上述背景技术中提出的现有的隔振建筑材料在使用时缓振效果较差,无法对细碎振动进行处理,从而降低了隔振材料缓振的效果,且无法使缓振材料进行稳定安装使用,从而降低了隔振材料使用时安装的稳定性

Benefits of technology

[0013]该一种新型隔振建筑结构,在进行日常使用的过程中,通过缓振顶层配合缓振橡胶层进行固定贴合安装,能够使隔振建筑材料在使用时进行高效缓振,能够对细碎振动进行处理,从而提升了隔振材料缓振的效果。

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a novel vibration isolation building structure, including the slow vibration top layer, the slow vibration top layer adopts steel material to be made, the bottom fixed mounting of slow vibration top layer has slow vibration rubber layer, the outside fixed cover of slow vibration top layer is equipped with the connecting layer, the connecting layer adopts cement material to be made, the outside fixed cover of connecting layer is equipped with the installation layer, and the installation layer adopts cement material to be made. This one kind novel vibration isolation building structure, in the process of daily use, through slow vibration top layer cooperation slow vibration rubber layer fixedly bonded installation, can make vibration isolation building material high -efficient slow vibration when using, can handle fine vibration, thereby has promoted the effect that slow vibration of vibration isolation material.
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Description

Technical Field

[0001] This utility model relates to the field of vibration isolation building technology, specifically a novel vibration isolation building structure. Background Technology

[0002] Building structure refers to the spatial force-bearing system composed of building materials within a building. It primarily bears loads and transmits them to the foundation. Materials include concrete, masonry, steel, and wood. Based on load-bearing methods, it can be categorized into wall-bearing, frame-bearing, and space frame structures. As the foundation and prerequisite for architectural design, this system must coordinate mechanical function with aesthetic expression. Steel structures achieve architectural form through force flow organization; typical examples include the Pompidou Centre. European high-rise timber structures have developed into all-timber, frame-core tube, and hybrid structural systems, such as the Sala Cultural Center in Sweden, which uses a CLT core tube to construct an all-timber load-bearing tower. Modern architectural design promotes three-dimensional seismic isolation systems, such as the parallel three-dimensional seismic isolation construction technology involved in Zhenan Technology's patents. The evolution of building structural forms has been a continuous process throughout history. The ancient Greek Parthenon's column and beam system and Gothic flying buttresses both embody structural logic as the dominant form. During the Renaissance, structure and decoration were separated. Modern high-tech architecture re-emphasizes the expression of structural form, such as Calatrava's works which shape spatial form through structural analysis. Current development trends include the application of high-strength materials to improve seismic performance, the integration of intelligent construction and prefabricated technology to optimize construction efficiency, and seismic isolation buildings. Seismic isolation buildings refer to buildings that use seismic isolation technology to set up seismic isolation devices at the base or a certain location of the building to form a seismic isolation layer, separating the superstructure from the foundation. This dissipates seismic energy and avoids or reduces the transmission of seismic energy to the upper part, thus more effectively protecting the safety of the superstructure and internal personnel and equipment. Therefore, a new type of seismic isolation building structure is needed.

[0003] Existing vibration isolation building materials have poor vibration damping effect during use and cannot handle minor vibrations, thus reducing the vibration damping effect of the vibration isolation materials. Furthermore, they cannot be installed and used stably, thereby reducing the stability of the vibration isolation materials during use. Utility Model Content

[0004] The purpose of this utility model is to provide a new type of vibration isolation building structure to solve the problems mentioned in the background art, such as the poor vibration damping effect of existing vibration isolation building materials during use, the inability to handle minor vibrations, which reduces the vibration damping effect of the vibration isolation materials, and the inability to stably install and use the vibration damping materials, which reduces the stability of the vibration isolation materials during use.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a novel vibration-isolated building structure, comprising a vibration-damping top layer, the vibration-damping top layer being made of steel, a vibration-damping rubber layer being fixedly installed at the bottom of the vibration-damping top layer, a connecting layer being fixedly sleeved on the outside of the vibration-damping top layer, the connecting layer being made of cement, and an installation layer being fixedly sleeved on the outside of the connecting layer, the installation layer being made of cement.

[0006] Preferably, a vibration isolation top layer is fixedly installed at the bottom of the vibration damping rubber layer, and the vibration isolation top layer is made of polyurethane-based material.

[0007] Preferably, a vibration isolation base layer is fixedly installed at the bottom of the vibration isolation top layer, and the vibration isolation base layer is made of polyurethane-based material.

[0008] Preferably, a composite vibration damping top layer is fixedly installed at the bottom of the vibration isolation bottom layer. The composite vibration damping top layer is made of polyurethane-based mixed cement material, and a composite vibration damping bottom layer is fixedly installed at the bottom of the composite vibration damping top layer. The composite vibration damping bottom layer is made of polyurethane-based mixed cement material.

[0009] Preferably, a sound-insulating top layer is fixedly installed at the bottom of the composite vibration damping bottom layer. The sound-insulating top layer is made of a mixture of damping sound insulation felt and vibration damping pad. A sound-insulating bottom layer is fixedly installed at the bottom of the sound-insulating top layer. The sound-insulating bottom layer is made of a mixture of damping sound insulation felt and vibration damping pad.

[0010] Preferably, a supporting top layer is fixedly installed at the bottom of the sound insulation bottom layer. The supporting top layer is made of polyurethane-based mixed cement material, and a supporting bottom layer is fixedly installed at the bottom of the supporting top layer. The supporting bottom layer is also made of polyurethane-based mixed cement material.

[0011] Preferably, a polymer vibration damping top layer is fixedly installed at the bottom of the supporting bottom layer. The polymer vibration damping top layer is made of polyurethane-based mixed cement material, and a polymer vibration damping bottom layer is fixedly installed at the bottom of the polymer vibration damping top layer. The polymer vibration damping bottom layer is made of polyurethane-based mixed cement material.

[0012] Compared with the prior art, the beneficial effects of this utility model are:

[0013] This new type of vibration-isolation building structure, through the fixed installation of the vibration-damping top layer and the vibration-damping rubber layer during daily use, enables the vibration-damping building material to efficiently dampen vibrations during use, and can handle minor vibrations, thereby improving the vibration damping effect of the vibration-damping material.

[0014] This new type of vibration isolation building structure utilizes a connecting layer and an installation layer to bond the vibration damping equipment during daily use, enabling the vibration damping material to be installed stably and thus improving the stability of the vibration isolation material during installation. Attached Figure Description

[0015] Figure 1 This is a perspective view of the entire utility model;

[0016] Figure 2 This is a schematic diagram of the overall structure of this utility model;

[0017] Figure 3 This is a partial perspective view of the vibration-damping top layer of this utility model;

[0018] Figure 4 This is a partial perspective view of the vibration isolation top layer of this utility model;

[0019] Figure 5 This is a partial perspective view of the soundproof top layer of this utility model.

[0020] In the diagram: 1. Connecting layer; 101. Mounting layer; 2. Vibration damping top layer; 201. Vibration damping rubber layer; 3. Vibration isolation top layer; 301. Vibration isolation bottom layer; 4. Composite vibration damping top layer; 401. Composite vibration damping bottom layer; 5. Sound insulation top layer; 501. Sound insulation bottom layer; 6. Support top layer; 601. Support bottom layer; 7. Polymer vibration damping top layer; 701. Polymer vibration damping bottom layer. Detailed Implementation

[0021] 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.

[0022] Example 1:

[0023] Please see Figures 1-5 A novel vibration isolation building structure includes a vibration damping top layer 2, which is made of steel. A vibration damping rubber layer 201 is fixedly installed at the bottom of the vibration damping top layer 2. A connecting layer 1, which is made of cement, is fixedly sleeved on the outside of the vibration damping top layer 2. An installation layer 101, which is also made of cement, is fixedly sleeved on the outside of the connecting layer 1.

[0024] In this invention, the vibration damping top layer 2 is fixedly attached to the vibration damping rubber layer 201 for installation, which enables the vibration isolation building material to effectively dampen vibrations during use and can handle minor vibrations, thereby improving the vibration damping effect of the vibration isolation material. Then, the vibration damping device is attached to the connecting layer 1 and the installation layer 101, which enables the vibration damping material to be installed and used stably, thereby improving the stability of the vibration isolation material during use.

[0025] Example 2:

[0026] Please see Figures 1-5 A novel vibration-isolated building structure includes a vibration-damping top layer 2 made of steel. A vibration-damping rubber layer 201 is fixedly installed at the bottom of the vibration-damping top layer 2. A connecting layer 1 made of cement is fixedly sleeved on the outside of the vibration-damping top layer 2. An installation layer 101 made of cement is fixedly sleeved on the outside of the connecting layer 1. A vibration-isolated top layer 3 made of polyurethane-based material is fixedly installed at the bottom of the vibration-damping rubber layer 201. A vibration-isolated bottom layer 301 made of polyurethane-based material is fixedly installed at the bottom of the vibration-isolated top layer 3.

[0027] In this invention, a vibration isolation top layer 3 made of polyurethane-based material and a vibration isolation bottom layer 301 made of polyurethane-based material are used for buffering, thereby improving the vibration damping effect of building materials.

[0028] Example 3:

[0029] Please see Figures 1-5 A novel vibration-isolated building structure includes a vibration-damping top layer 2 made of steel. A vibration-damping rubber layer 201 is fixedly installed at the bottom of the top layer 2. A connecting layer 1, made of cement, is fixedly sleeved on the outside of the top layer 2. An installation layer 101, also made of cement, is fixedly sleeved on the outside of the connecting layer 1. A vibration-isolated top layer 3, made of polyurethane-based material, is fixedly installed at the bottom of the vibration-damping rubber layer 201. A vibration-isolated bottom layer 301, made of polyurethane-based material, is fixedly installed at the bottom of the top layer 3. Made of urethane-based material, the bottom of the vibration isolation layer 301 is fixedly installed with a composite vibration damping top layer 4, which is made of polyurethane-based mixed cement material. The bottom of the composite vibration damping top layer 4 is fixedly installed with a composite vibration damping bottom layer 401, which is made of polyurethane-based mixed cement material. The bottom of the composite vibration damping bottom layer 401 is fixedly installed with a sound insulation top layer 5, which is made of a mixture of damping sound insulation felt and vibration damping pad. The bottom of the sound insulation top layer 5 is fixedly installed with a sound insulation bottom layer 501, which is made of a mixture of damping sound insulation felt and vibration damping pad.

[0030] In this invention, a composite vibration damping top layer 4 made of polyurethane-based mixed cement material and a composite vibration damping bottom layer 401 made of polyurethane-based mixed cement material are used for stable bonding and vibration damping. Then, a sound insulation top layer 5 made of a mixture of damping sound insulation felt and vibration damping pad and a sound insulation bottom layer 501 made of a mixture of damping sound insulation felt and vibration damping pad are used to make the materials for sound insulation, thereby improving the vibration damping and sound insulation effect of the building materials.

[0031] Example 4:

[0032] Please see Figures 1-5 A novel vibration-isolation building structure includes a vibration-damping top layer 2 made of steel. A vibration-damping rubber layer 201 is fixedly installed at the bottom of the top layer 2. A connecting layer 1, made of cement, is fixedly sleeved on the outside of the top layer 2. An installation layer 101, also made of cement, is fixedly sleeved on the outside of the connecting layer 1. A vibration-isolation top layer 3, made of polyurethane-based material, is fixedly installed at the bottom of the vibration-damping rubber layer 201. A vibration-isolation bottom layer 301, also made of polyurethane-based material, is fixedly installed at the bottom of the top layer 3. A composite vibration-damping top layer 4, made of polyurethane-based mixed cement material, is fixedly installed at the bottom of the composite vibration-damping top layer 4. A composite vibration-damping bottom layer 401, made of polyurethane, is fixedly installed at the bottom of the composite vibration-damping top layer 4. Made of a composite cement-based material, a sound-insulating top layer 5 is fixedly installed at the bottom of the composite vibration-damping bottom layer 401. The sound-insulating top layer 5 is made of a mixture of damping sound insulation felt and vibration damping pads. A sound-insulating bottom layer 501 is fixedly installed at the bottom of the sound-insulating top layer 501. The sound-insulating bottom layer 501 is made of a mixture of damping sound insulation felt and vibration damping pads. A supporting top layer 6 is fixedly installed at the bottom of the sound-insulating bottom layer 501. The supporting top layer 6 is made of a polyurethane-based cement-based material. A supporting bottom layer 601 is fixedly installed at the bottom of the supporting top layer 601. The supporting bottom layer 601 is made of a polyurethane-based cement-based material. A polymer vibration-damping top layer 7 is fixedly installed at the bottom of the supporting bottom layer 601. The polymer vibration-damping top layer 7 is made of a polyurethane-based cement-based material. A polymer vibration-damping bottom layer 701 is fixedly installed at the bottom of the polymer vibration-damping top layer 7. The polymer vibration-damping bottom layer 701 is made of a polyurethane-based cement-based material.

[0033] In this invention, a top support layer 6 made of polyurethane-based mixed cement material and a bottom support layer 601 made of polyurethane-based mixed cement material are used for vibration isolation support. Then, a top polymer vibration damping layer 7 made of polyurethane-based mixed cement material and a bottom polymer vibration damping layer 701 made of polyurethane-based mixed cement material are used for vibration damping support of building materials, thereby improving the vibration damping effect of building materials.

[0034] Working principle: First, the vibration damping top layer 2 is fixedly installed with the vibration damping rubber layer 201, enabling the vibration isolation building material to efficiently dampen vibrations during use. Next, the vibration damping device is attached using the connecting layer 1 and the installation layer 101. Then, the vibration damping top layer 3 and the vibration damping bottom layer 301, made of polyurethane-based material, are used for buffering. Next, the composite vibration damping top layer 4 and the composite vibration damping bottom layer 401, made of polyurethane-based mixed cement material, are used for stable vibration damping. Then, the sound insulation top layer 5 and the sound insulation bottom layer 501, made of a mixture of damping sound insulation felt and vibration damping pad, are used for sound insulation. Next, the support top layer 6 and the support bottom layer 601, made of polyurethane-based mixed cement material, are used for vibration isolation support. Finally, the polymer vibration damping top layer 7 and the polymer vibration damping bottom layer 701, made of polyurethane-based mixed cement material, are used for vibration damping support of the building material.

[0035] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A novel vibration-isolated building structure, comprising a vibration-damping top layer (2), characterized in that: The damping top layer (2) is made of steel. A damping rubber layer (201) is fixedly installed at the bottom of the damping top layer (2). A connecting layer (1) is fixedly sleeved on the outside of the damping top layer (2). The connecting layer (1) is made of cement. An installation layer (101) is fixedly sleeved on the outside of the connecting layer (1). The installation layer (101) is made of cement.

2. The novel vibration-isolation building structure according to claim 1, characterized in that: The bottom of the damping rubber layer (201) is fixedly installed with a vibration isolation top layer (3), which is made of polyurethane-based material.

3. The novel vibration-isolation building structure according to claim 2, characterized in that: The bottom of the vibration isolation top layer (3) is fixedly installed with a vibration isolation bottom layer (301), which is made of polyurethane-based material.

4. The novel vibration-isolation building structure according to claim 3, characterized in that: The bottom of the vibration isolation layer (301) is fixedly installed with a composite vibration damping top layer (4), which is made of polyurethane-based mixed cement material. The bottom of the composite vibration damping top layer (401) is fixedly installed with a composite vibration damping bottom layer (401), which is made of polyurethane-based mixed cement material.

5. A novel vibration-isolated building structure according to claim 4, characterized in that: The bottom of the composite vibration damping bottom layer (401) is fixedly installed with a sound insulation top layer (5), which is made of a mixture of damping sound insulation felt and vibration damping pad. The bottom of the sound insulation top layer (5) is fixedly installed with a sound insulation bottom layer (501), which is made of a mixture of damping sound insulation felt and vibration damping pad.

6. A novel vibration-isolated building structure according to claim 5, characterized in that: The bottom of the sound insulation base layer (501) is fixedly installed with a support top layer (6), which is made of polyurethane-based mixed cement material. The bottom of the support top layer (6) is fixedly installed with a support bottom layer (601), which is also made of polyurethane-based mixed cement material.

7. A novel vibration-isolated building structure according to claim 6, characterized in that: The bottom of the support base layer (601) is fixedly installed with a polymer vibration damping top layer (7), which is made of polyurethane-based mixed cement material. The bottom of the polymer vibration damping top layer (7) is fixedly installed with a polymer vibration damping bottom layer (701), which is made of polyurethane-based mixed cement material.