CN103397666A - Rubber support for vibration isolation or vibration reduction - Google Patents
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Abstract
本发明公开了一种用于隔震或减振的橡胶支座,包括从下向上依次交错叠加的橡胶板层和钢板层,所述橡胶板层和钢板层交错叠加而成的橡胶支座的横截面积从下往上先线性减小后线性增大,所述的橡胶支座的顶部面积等于底部面积。本发明通过改进纵截面的结构,解决了现有橡胶支座在发生水平变形的情况下,橡胶支座拉应力过大、容易失稳和竖向刚度下降过快的问题。
The invention discloses a rubber support for shock isolation or vibration reduction, which comprises rubber plate layers and steel plate layers which are stacked sequentially from bottom to top, and the rubber support formed by the overlapping of rubber plate layers and steel plate layers The cross-sectional area first decreases linearly and then increases linearly from bottom to top, and the top area of the rubber support is equal to the bottom area. By improving the structure of the longitudinal section, the invention solves the problems of excessive tensile stress, easy instability and rapid drop of vertical stiffness of the existing rubber bearing under the condition of horizontal deformation.
Description
技术领域technical field
本发明涉及一种橡胶支座,具体涉及一种用于隔震或减振的橡胶支座。The invention relates to a rubber bearing, in particular to a rubber bearing used for shock isolation or vibration reduction.
背景技术Background technique
如图1所示,目前橡胶支座,不管其横截面是圆形的,还是矩形的,其纵截面的形状均为矩形。这类矩形截面橡胶支座在水平大变形过程中,特别是水平变形大于200%后,会产生拉应力过大、容易失稳、竖向刚度下降过快等问题。因此需要从支座构造的角度,考虑支座形状特别是纵截面形状的优化,使相同材质的橡胶支座充分利用材料性能,能够有更好的稳定性和受力性能。As shown in Fig. 1, at present, the shape of the longitudinal section of the rubber bearing, no matter whether its cross section is circular or rectangular, is rectangular. In the process of large horizontal deformation, especially after the horizontal deformation is greater than 200%, this kind of rectangular cross-section rubber bearing will cause problems such as excessive tensile stress, easy instability, and rapid decrease in vertical stiffness. Therefore, from the perspective of bearing structure, it is necessary to consider the optimization of the shape of the bearing, especially the shape of the longitudinal section, so that the rubber bearing of the same material can make full use of the material properties and have better stability and mechanical performance.
发明内容Contents of the invention
发明目的:为了克服现有技术中存在的不足,本发明提供一种用于隔震或减振的橡胶支座,解决了现有橡胶支座在发生水平变形的情况下,橡胶支座拉应力过大、容易失稳和竖向刚度下降过快的问题。Purpose of the invention: In order to overcome the deficiencies in the prior art, the present invention provides a rubber bearing for shock isolation or vibration reduction, which solves the problem of tensile stress of the rubber bearing in the case of horizontal deformation of the existing rubber bearing. Too large, easy to lose stability and vertical stiffness drop too fast.
为解决上述技术问题,本发明采用的技术方案是:In order to solve the problems of the technologies described above, the technical solution adopted in the present invention is:
一种用于隔震或减振的橡胶支座,包括从下向上依次交错叠加的橡胶板层和钢板层,所述橡胶板层和钢板层交错叠加而成的橡胶支座的横截面积从下往上先线性减小后线性增大,所述的橡胶支座的顶部面积等于底部面积。A rubber bearing for shock isolation or vibration reduction, including rubber plate layers and steel plate layers stacked sequentially from bottom to top, the cross-sectional area of the rubber bearing formed by the rubber plate layers and steel plate layers is staggered from From bottom to top, it first decreases linearly and then increases linearly, and the top area of the rubber bearing is equal to the bottom area.
所述纵截面的顶边和底边为相互平行;所述纵截面的顶边的中分线和底边的中分线重合;所述纵截面的两个侧边为沿中分线对称的曲线或折线;所述纵截面的上下两个图形为沿支座半高处分界线相互对称的等腰梯形。The top edge and the bottom edge of the longitudinal section are parallel to each other; the median line of the top edge of the longitudinal section coincides with the median line of the bottom edge; the two sides of the longitudinal section are symmetrical along the median line Curve or broken line; the upper and lower figures of the longitudinal section are isosceles trapezoids symmetrical to each other along the boundary line at the half-height of the support.
所述的橡胶支座的横截面为圆形,橡胶支座的横截面为圆形便于制作。The cross-section of the rubber bearing is circular, and the cross-section of the rubber bearing is circular to facilitate manufacture.
本发明的有益效果:1.在同等体积下,本发明的橡胶支座能产生更大的水平变形;首先,由于橡胶支座的极限水平位移与有效承压面积成正比,随着水平位移的增大,本发明的橡胶支座的有效承压面积大于矩形竖向截面橡胶支座,所以本发明的橡胶支座的极限水平位移大于同等提下下的矩形竖向截面的橡胶支座;其次,由于本发明的橡胶支座增大了发生最大应力的上下截面的面积,减小了支座的最大拉应力,所以,在产生相同拉应力时,本发明的橡胶支座的水平剪切变形更大,故本发明的橡胶支座的极限水平位移大于同等提下下的矩形竖向截面的橡胶支座;Beneficial effects of the present invention: 1. Under the same volume, the rubber bearing of the present invention can produce greater horizontal deformation; first, because the limit horizontal displacement of the rubber bearing is proportional to the effective bearing area, the Increase, the effective bearing area of the rubber bearing of the present invention is larger than the rubber bearing of the rectangular vertical section, so the limit horizontal displacement of the rubber bearing of the present invention is greater than that of the rubber bearing of the rectangular vertical section under the same lift; secondly , because the rubber bearing of the present invention increases the area of the upper and lower sections where the maximum stress occurs, and reduces the maximum tensile stress of the bearing, so when the same tensile stress is generated, the horizontal shear deformation of the rubber bearing of the present invention Larger, so the ultimate horizontal displacement of the rubber bearing of the present invention is greater than the rubber bearing of the rectangular vertical section under the same lift;
2.本发明的橡胶支座的应力更低、安全性更高;由材料力学知识可知,减小圆形截面应力最直观的方法是增大截面直径,由于本发明橡胶支座增大了产生拉应力的上下截面的面积,使得本发明的橡胶支座边缘最大应力要小于同等体积矩形截面的橡胶支座;2. The stress of the rubber bearing of the present invention is lower and the safety is higher; it can be seen from the knowledge of material mechanics that the most intuitive way to reduce the stress of a circular section is to increase the diameter of the section, because the rubber bearing of the present invention increases the resulting The area of the upper and lower sections of the tensile stress makes the maximum stress on the edge of the rubber bearing of the present invention less than that of the rubber bearing with the rectangular section of the same volume;
3.在发生水平位移过程中,本发明的橡胶支座的竖向刚度更大、安全性更高;竖向刚度与有效承压面积成正比,本发明的橡胶支座的初始有效承压面积虽小于同等体积的矩形竖向截面橡胶支座,但随着水平位移的增大,本发明的橡胶支座的有效承压面积大于同等体积的矩形竖向截面橡胶支座,故本发明的橡胶支座的竖向刚度更大、安全性更高;3. During the horizontal displacement process, the rubber bearing of the present invention has greater vertical stiffness and higher safety; the vertical stiffness is proportional to the effective bearing area, and the initial effective bearing area of the rubber bearing of the invention Although it is smaller than the rectangular vertical section rubber bearing of the same volume, with the increase of the horizontal displacement, the effective bearing area of the rubber bearing of the present invention is larger than the rectangular vertical section rubber bearing of the same volume, so the rubber bearing of the present invention The vertical rigidity of the support is greater and the safety is higher;
4.本发明的橡胶支座的稳定性更高;由材料力学知,压杆的屈曲应力与受压杆件的有效承压面积成正比,,随着水平位移的增大,本发明的橡胶支座的有效承压面积大于矩形竖向截面橡胶支座,且在发生水平位移过程中,本发明的橡胶支座的其水平刚度的减小幅度小于矩形竖向截面的橡胶支座,所以现有矩形竖向截面的橡胶支座要比本发明的橡胶支座更先进入屈曲状态,故本发明的橡胶支座的稳定性更高;4. The stability of the rubber bearing of the present invention is higher; known from material mechanics, the buckling stress of the compression bar is directly proportional to the effective pressure-bearing area of the compression bar, and with the increase of the horizontal displacement, the rubber of the present invention The effective bearing area of the bearing is larger than that of the rubber bearing with a rectangular vertical section, and in the process of horizontal displacement, the decrease of the horizontal stiffness of the rubber bearing of the present invention is smaller than that of the rubber bearing with a rectangular vertical section, so now The rubber bearing with rectangular vertical section will enter into the buckling state earlier than the rubber bearing of the present invention, so the stability of the rubber bearing of the present invention is higher;
5.本发明的橡胶支座在水平向大变形时竖向刚度下降更小;由于纵截面形状的特征,本支座在发生水平向变形时,上下端面的重叠面积,在初始阶段基本保持不变,在达到一定变形后重叠区域面积开始下降,与普通支座相比,重叠区域面积的下降幅度明显减小,由此造成的竖向刚度下降的速度也比普通支座小。5. The vertical stiffness of the rubber bearing of the present invention drops even smaller when the horizontal deformation is large; due to the characteristics of the shape of the longitudinal section, when the bearing deforms in the horizontal direction, the overlapping area of the upper and lower end surfaces basically remains the same at the initial stage. After reaching a certain deformation, the area of the overlapping area begins to decrease. Compared with ordinary bearings, the area of overlapping areas decreases significantly, and the resulting vertical stiffness decreases at a slower rate than ordinary bearings.
附图说明Description of drawings
图1是现有技术中橡胶支座的纵截面。Fig. 1 is a longitudinal section of a rubber bearing in the prior art.
图2是本发明最优方案的纵截面。Fig. 2 is a longitudinal section of the best solution of the present invention.
图3是本发明支座与普通支座水平变形时有效承压面积对比图。Fig. 3 is a comparison diagram of the effective pressure-bearing area of the bearing of the present invention and that of a common bearing when it deforms horizontally.
具体实施方式Detailed ways
下面结合附图对本发明作更进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings.
如图2所示:一种用于隔震或减振的橡胶支座,包括从下向上依次交错叠加的橡胶板层1和钢板层2,也就是说,橡胶支座包括多块橡胶层1和多块钢板层2,可以先设置一块橡胶层1,然后在橡胶层1上方连接一块钢板层2,接着在钢板层2上方连接第二块橡胶层1,随后在第二块橡胶层1上方连接第二块钢板层2,以此交替布置橡胶层1和多块钢板层2,同样的橡胶支座的最底端也可以是钢板层2。所述橡胶板层1和钢板层2交错叠加而成的橡胶支座的横截面积从下往上先线性减小后线性增大,所述的橡胶支座的顶部面积等于底部面积,所述橡胶支座的纵截面的顶边和底边相互平行,所述纵截面的顶边的中分线和底边的中分线重合,所述纵截面的两个侧边为沿中分线对称的曲线或折线,所述纵截面的上下两个图形为沿支座半高处分界线相互对称的等腰梯形。As shown in Figure 2: a rubber bearing for shock isolation or vibration reduction, including
所述的橡胶支座的横截面为圆形,橡胶支座的横截面为圆形便于制作。The cross-section of the rubber bearing is circular, and the cross-section of the rubber bearing is circular to facilitate manufacture.
该结构橡胶支座,由于其横截面面积从下向上逐渐减小,可以解决水平变形情况下,拉应力过大和容易失稳的问题。下面通过试验数据进一步论证。Since the cross-sectional area of the structural rubber support gradually decreases from bottom to top, it can solve the problems of excessive tensile stress and easy instability in the case of horizontal deformation. The following is further demonstrated by the experimental data.
实验对象为背景技术中介绍的现有的矩形截面橡胶支座和相同等腰梯形上下正反叠合截面的橡胶支座。矩形截面橡胶支座的规格为:直径为400mm、高度为120mm。本发明最优方案的橡胶支座的规格为:上边直径430mm、中层直径380mm、底边直径430mm,高度120mm。The experimental objects are the existing rectangular cross-section rubber bearings introduced in the background technology and the rubber bearings with the same isosceles trapezoidal upper and lower superimposed cross-sections. The specifications of the rectangular section rubber bearing are: diameter 400mm, height 120mm. The specifications of the rubber bearing of the optimal solution of the present invention are: upper diameter 430mm, middle layer diameter 380mm, bottom edge diameter 430mm, height 120mm.
通过有限元软件ABAQUS对两个试验对象进行了应力分析和对比。软件模拟分析中,分别对两种支座施加垂直于支座表面且作用在支座中心的10MPa的竖向应力,在恒定的竖向应力作用的过程中使橡胶层发生300%总厚度的水平变形。The stress analysis and comparison of the two test objects were carried out by the finite element software ABAQUS. In the software simulation analysis, a vertical stress of 10MPa perpendicular to the surface of the support and acting on the center of the support is applied to the two types of supports respectively, and the rubber layer is made to have a level of 300% of the total thickness during the constant vertical stress. out of shape.
根据软件模拟结果可以分析出,橡胶支座的最大应力发生在水平变形方向侧的顶部和反向的底部。当水平位移为228mm时(约200%橡胶厚度),矩形截面橡胶支座的拉伸应力达到2.69MPa,而本发明的橡胶支座的拉伸应力为1.94MPa,同比减小28%。橡胶支座的最大应力值越小,越有利于橡胶支座的稳定性。According to the software simulation results, it can be analyzed that the maximum stress of the rubber bearing occurs at the top of the horizontal deformation direction side and the opposite bottom. When the horizontal displacement is 228mm (approximately 200% of the rubber thickness), the tensile stress of the rectangular section rubber bearing reaches 2.69MPa, while the tensile stress of the rubber bearing of the present invention is 1.94MPa, which is 28% lower than that of the same period last year. The smaller the maximum stress value of the rubber bearing, the more favorable the stability of the rubber bearing.
本发明的橡胶支座的横截面和纵截面可以为多种形状,只要满足横截面积从下往上先线性减小后线性增大以及橡胶支座的顶部面积等于底部面积条件即可。图3是本发明支座与普通支座水平变形时有效承压面积对比图,本发明的橡胶支座的初始有效承压面积虽小于同等体积的矩形竖向截面橡胶支座,但随着水平位移的增大,本发明的橡胶支座的有效承压面积大于同等体积的矩形竖向截面橡胶支座。The cross-section and longitudinal section of the rubber bearing of the present invention can be in various shapes, as long as the cross-sectional area decreases linearly from bottom to top and then increases linearly and the top area of the rubber bearing is equal to the bottom area. Fig. 3 is a comparison diagram of the effective pressure-bearing area of the bearing of the present invention and the ordinary bearing when it deforms horizontally. Although the initial effective pressure-bearing area of the rubber bearing of the present invention is smaller than that of the rubber bearing with a rectangular vertical section of the same volume, it increases with the horizontal deformation. With the increase of displacement, the effective bearing area of the rubber bearing of the present invention is larger than that of the rectangular vertical section rubber bearing of the same volume.
使用时,橡胶支座通常放置在基础和上部结构之间。可以根据实际情况放置橡胶支座。When used, rubber bearings are usually placed between the foundation and the superstructure. The rubber bearing can be placed according to the actual situation.
本发明的橡胶支座,通过改变橡胶支座的纵截面的形状,改善了橡胶支座的受力性能,提高了橡胶支座的变形能力和稳定性。The rubber bearing of the present invention improves the stress performance of the rubber bearing and improves the deformation capacity and stability of the rubber bearing by changing the shape of the longitudinal section of the rubber bearing.
以上所述仅是本发明的优选实施方式,应当指出:对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements and modifications can also be made, and these improvements and modifications are also possible. It should be regarded as the protection scope of the present invention.
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Cited By (1)
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CN104878839A (en) * | 2015-05-14 | 2015-09-02 | 广州大学 | Irregular shape shock insulation support having high bearing capacity |
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