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Vibration-isolating and noise-reducing rubber support for buildings

A rubber bearing and vibration isolation technology, which is applied to building components, earthquake resistance, etc., can solve the problems of being unable to control the horizontal deformation direction and displacement of the upper structure, and cannot solve the problems of concrete structure cracking, poor vertical stiffness and vertical elasticity, etc. , to achieve the effects of reducing vibration and solid sound transmission, reducing self-weight, and meeting the requirements of vibration isolation and noise reduction

Active Publication Date: 2014-08-06
ARCHITECTURAL DESIGN RES INST OF GUANGDONG PROVINCE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the disadvantages of the basin-type rubber bearing are: since the vertical bearing capacity is mainly provided by the pelvic cavity, the vertical stiffness and vertical elasticity are poor; the side wall of the pelvic cavity is vertical, although it can meet the safety requirements, but, The material is not economical, and it also limits the displacement of the internal vibration isolator
[0005] For the municipal tunnel placed on the upper part of the underground commercial space structure, the horizontal vibration of the municipal tunnel can easily cause the concrete structure of itself and the underground commercial space structure to crack. However, the existing vibration isolation bearings are used in municipal roads When intersecting with the underground commercial space, it is impossible to control the horizontal deformation direction and displacement of the upper structure supported by it, so it cannot solve the problem of concrete structure cracking caused by the upper structure shaking from side to side under the action of additional vibration stress

Method used

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  • Vibration-isolating and noise-reducing rubber support for buildings
  • Vibration-isolating and noise-reducing rubber support for buildings
  • Vibration-isolating and noise-reducing rubber support for buildings

Examples

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Effect test

Embodiment 1

[0040] Such as Figure 1-9 Shown is a building vibration and noise reduction rubber support 10 of the present invention, which includes a base 1, an upper seat plate 2 and a cylindrical vibration isolator 3. The base 1 is a block with a concave installation cavity 11, which is vibration isolating The body 3 is arranged in the middle of the mounting cavity 11, and the upper seat plate 2 is buckled on the upper end of the mounting cavity 11 of the base 1 and pressed against the vibration isolator. In this embodiment, the vibration isolator 3 is composed of several layers of Q345B steel plates 31 and The chloroprene rubber sheets 32 are laminated and vulcanized and bonded at intervals to form a single body, and the ratio of the total thickness of the rubber sheet to the total thickness of the steel sheet is 2.5:1. In other embodiments, the number of layers of the steel plate and the neoprene rubber sheet is calculated and determined according to actual conditions. The outer surfa...

Embodiment 2

[0050] Such as Picture 10 As shown, the difference between this embodiment and Embodiment 1 is that this embodiment is a support that meets the requirements of bidirectional displacement, and the ratio of the total thickness of the rubber sheet to the total thickness of the steel sheet in the vibration isolator 3 is about 2.6:1. Two pairs of guide blocks 60 and limit blocks 5 are arranged along the horizontal and vertical directions of the installation cavity. A gap B of 2mm is formed between the plane of the limit block and the edge of the installation groove. The guide block 60 can be detachably installed on the base. The central angle formed by the two ends of the guide block 60 corresponding to the center of the installation cavity is 50 degrees. The limit blocks 5 are correspondingly located directly above the guide block 60, and the horizontal displacement of the vibration isolator in the lateral and vertical directions is small.

[0051] According to actual design require...

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Abstract

The invention discloses a vibration-isolating and noise-reducing rubber support for buildings, which comprises a base, a top seat plate and a cylindrical vibration isolator, the base is a block with a sunken mounting cavity, the vibration isolator is arranged in the mounting cavity, the top seat plate covers the top end of the mounting cavity of the base and presses the vibration isolator, the bottom of the mounting cavity is provided with at least one pair of oppositely arranged guide blocks, and the guide blocks are extended along the circumference of the bottom of the inner wall of the mounting cavity and located around the vibration isolator, and hold the lower part of the vibration isolator. Since the lower part of the vibration isolator is held by the guide blocks of the vibration-isolating and noise-reducing rubber support, the guide blocks can be arranged at different positions according to actual requirement to control the horizontal deformation direction and displacement of the vibration isolator, thus ensuring that the concrete members of an upper structure supported by the support cannot be pulled and pressed to be damage due to excessive deformation under the action of the additional stress of vibration.

Description

Technical field [0001] The invention relates to a building support, in particular to a building vibration isolation and noise reduction rubber support, which is especially suitable for being arranged in a cross structure between an underground commercial space of an urban complex and a municipal road. Background technique [0002] With the continuous acceleration of urban development, the available land for buildings has become increasingly tense, and many buildings have been developed from the air to the underground. Therefore, there are more and more cases of intersections between the underground commercial spaces of urban complexes and municipal roads. The following problem: The dynamic load generated by vehicles traveling on municipal roads will generate additional stress on the structure of underground commercial space. At the same time, the noise of vehicles and the collision sound generated during the movement will also seriously affect the normal use environment of undergr...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/98
Inventor 陈星罗赤宇邓汉荣蒋运林孙礼军林景华向前林扑强陈伟赏锦国洪卫过凯许振刚李欣叶国认
Owner ARCHITECTURAL DESIGN RES INST OF GUANGDONG PROVINCE
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