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Vertical vibration isolation spherical steel support with elastic elements and design method of vertical vibration isolation spherical steel support
The invention provides a vertical vibration isolation spherical steel support with elastic elements and a design method thereof.The vertical vibration isolation spherical steel support comprises an upper base plate, a middle base plate, a lower base plate and a base plate which are sequentially arranged from top to bottom, and a disc type structure vibration isolator is arranged between the lower base plate and the base plate; the center of the bottom of the disc-type structure vibration isolator is provided with an inner concave part, a containing cavity is formed between the inner concave part and the base plate, an elastic assembly is arranged in the containing cavity and comprises at least one elastic element, the upper surface of the elastic element abuts against the disc-type structure vibration isolator, and the lower surface of the elastic element abuts against the base plate; according to the vertical vibration isolation spherical steel support with the elastic element and the design method of the vertical vibration isolation spherical steel support, the uniformity of pressure bearing and stress of the center of the padstone is improved, meanwhile, the thickness of an original base plate does not need to be increased, even the thickness of a disc type structure vibration isolator and the thickness of the base plate can be reduced, and the overall occupied space of the steel support can be reduced.
本发明提供了一种具有弹性元件的竖向隔振球型钢支座及其设计方法,所述竖向隔振球型钢支座包括自上至下依次设置的上座板、中座板、下座板、底座板,所述下座板、底座板之间设置盘式结构隔振器,所述盘式结构隔振器的底部中心处具有内凹部,所述内凹部与底座板之间形成容纳腔,所述容纳腔内设置弹性组件,所述弹性组件包括至少一个弹性元件,所述弹性元件的上表面与盘式结构隔振器抵接,弹性元件的下表面与底座板抵接;本发明所述的一种具有弹性元件的竖向隔振球型钢支座及其设计方法,提高了垫石中心承压受力的均匀性,同时使得原有的底座板厚度无需增加,甚至可以减少盘式结构隔振器、底座板的厚度,有利于减小钢支座的整体占用空间。
Vertical vibration isolation spherical steel support with elastic elements and design method of vertical vibration isolation spherical steel support
The invention provides a vertical vibration isolation spherical steel support with elastic elements and a design method thereof.The vertical vibration isolation spherical steel support comprises an upper base plate, a middle base plate, a lower base plate and a base plate which are sequentially arranged from top to bottom, and a disc type structure vibration isolator is arranged between the lower base plate and the base plate; the center of the bottom of the disc-type structure vibration isolator is provided with an inner concave part, a containing cavity is formed between the inner concave part and the base plate, an elastic assembly is arranged in the containing cavity and comprises at least one elastic element, the upper surface of the elastic element abuts against the disc-type structure vibration isolator, and the lower surface of the elastic element abuts against the base plate; according to the vertical vibration isolation spherical steel support with the elastic element and the design method of the vertical vibration isolation spherical steel support, the uniformity of pressure bearing and stress of the center of the padstone is improved, meanwhile, the thickness of an original base plate does not need to be increased, even the thickness of a disc type structure vibration isolator and the thickness of the base plate can be reduced, and the overall occupied space of the steel support can be reduced.
本发明提供了一种具有弹性元件的竖向隔振球型钢支座及其设计方法,所述竖向隔振球型钢支座包括自上至下依次设置的上座板、中座板、下座板、底座板,所述下座板、底座板之间设置盘式结构隔振器,所述盘式结构隔振器的底部中心处具有内凹部,所述内凹部与底座板之间形成容纳腔,所述容纳腔内设置弹性组件,所述弹性组件包括至少一个弹性元件,所述弹性元件的上表面与盘式结构隔振器抵接,弹性元件的下表面与底座板抵接;本发明所述的一种具有弹性元件的竖向隔振球型钢支座及其设计方法,提高了垫石中心承压受力的均匀性,同时使得原有的底座板厚度无需增加,甚至可以减少盘式结构隔振器、底座板的厚度,有利于减小钢支座的整体占用空间。
Vertical vibration isolation spherical steel support with elastic elements and design method of vertical vibration isolation spherical steel support
一种具有弹性元件的竖向隔振球型钢支座及其设计方法
GU HAILONG (author) / WANG YONG (author) / DUAN HAOTIAN (author) / JIA LIZHI (author) / SONG JIANPING (author) / HU YUANHONG (author) / TONG YANFENG (author) / LYU YANWEN (author) / ZENG XIANPING (author) / ZHU HAI (author)
2024-04-02
Patent
Electronic Resource
Chinese
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