CN103046662A - Soft contact limit mechanism for isolation layers - Google Patents
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Abstract
一种隔震层软接触限位机构,属于工程结构减震与隔震技术领域,包括限位器、缓冲器和反力支座,所述限位器和缓冲器均为弹性装置,限位器的刚度大于缓冲器的刚度;其中,限位器的一端固定在反力支座上,限位器的另一端与缓冲器的一端固定连接,缓冲器的另一端与隔震层上部楼盖之间有一预留距离;所述反力支座与隔震层下部连接。当地震导致隔震层发生较大侧移时,隔震层上部楼盖与缓冲器相撞,导致缓冲器与限位器发生变形,由于缓冲器本身刚度较小,刚接触时不会给隔震层带来较大的冲击,避免了冲击给建筑结构带来的损坏;同时,由于限位器较大的变形量和变形刚度,既允许隔震层有一定的侧移量,又会将其控制在安全范围内。
A soft contact limit mechanism for a shock-isolation layer, which belongs to the technical field of shock absorption and shock isolation for engineering structures, and includes a limiter, a buffer and a reaction force support. Both the limiter and the buffer are elastic devices, and the limiter The stiffness of the stopper is greater than that of the buffer; one end of the stopper is fixed on the reaction support, the other end of the stopper is fixedly connected to one end of the buffer, and the other end of the stopper is connected to the upper floor of the shock-isolation floor. There is a reserved distance between them; the reaction support is connected with the lower part of the shock-isolation layer. When the earthquake causes a large lateral displacement of the isolation floor, the upper floor of the isolation floor collides with the buffer, causing the buffer and the limiter to deform. Since the buffer itself has a small The seismic layer brings a large impact, which avoids the damage to the building structure caused by the impact; at the same time, due to the large deformation and deformation stiffness of the stopper, it not only allows a certain amount of lateral displacement of the seismic isolation layer, but also prevents the It is controlled within a safe range.
Description
技术领域 technical field
本发明涉及一种隔震层软接触限位机构,属于工程结构减震与隔震技术领域,主要用于房屋及桥梁等建筑物基础隔震装置的保护。 The invention relates to a shock-isolation layer soft-contact limit mechanism, which belongs to the field of engineering structure shock absorption and shock isolation technology, and is mainly used for the protection of foundation shock-isolation devices of buildings such as houses and bridges.
背景技术 Background technique
基础隔震结构最常用的形式有两种,一种是橡胶支座隔震结构,一种是滑移隔震结构,由于其在地震中的卓越表现,应用越来越广泛。在对震后的隔震建筑进行调查时,曾发现有隔震层与基础相撞的现象,由于地震波的不规律性,地震波的低频部分存在与结构发生类共振的可能性,使隔震层的位移超过原设计值,造成隔震层以及相关管线的损坏。 There are two most commonly used forms of foundation isolation structure, one is rubber bearing isolation structure, and the other is sliding isolation structure. Due to its excellent performance in earthquakes, it is more and more widely used. When investigating the earthquake-isolated buildings after the earthquake, it was found that the earthquake-isolation layer collided with the foundation. Due to the irregularity of the seismic wave, the low-frequency part of the earthquake wave has the possibility of resonating with the structure, so that the earthquake-isolation layer The displacement exceeds the original design value, causing damage to the seismic isolation layer and related pipelines.
为防止隔震层位移超过设计值,经常采用限位装置对隔震层的位移加以限制,常用的限位装置有三种,第一种是直接设置限位挡板,第二种是采用弹簧、U型钢板等作为限位器,第三种是采用橡胶作为限位器。前两种限位措施,由于碰撞时,接触刚度大,给隔震层带来冲击,当冲击较大时,会造成结构损坏;第三种措施,由于橡胶层刚度较小,当橡胶层较厚时,变形较大,无法起到限位的效果,当橡胶层较薄时,橡胶层被压缩之后,仍然会给上部结构带来冲击。 In order to prevent the displacement of the isolation layer from exceeding the design value, a limit device is often used to limit the displacement of the isolation layer. There are three commonly used limit devices, the first is to directly set the limit baffle, and the second is to use springs, U-shaped steel plates and the like are used as stoppers, and the third is to use rubber as stoppers. The first two limit measures, due to the high contact stiffness during the collision, will bring impact to the shock-isolation layer, and when the impact is large, it will cause structural damage; the third measure, because the rubber layer When the rubber layer is thick, the deformation is large and cannot play a limiting effect. When the rubber layer is thin, after the rubber layer is compressed, it will still bring impact to the upper structure.
发明内容 Contents of the invention
为解决现有限位装置的负面影响,本发明提出一种接触刚度相对小,变形刚度相对大的隔震层软接触限位机构,其既不会在接触时对隔震层产生冲击,又能起到良好的限位效果。 In order to solve the negative impact of the existing limiting device, the present invention proposes a soft contact limiting mechanism for the shock-isolation layer with relatively small contact stiffness and relatively large deformation stiffness, which will not impact the shock-isolation layer during contact, and can Play a good limit effect.
本发明的技术方案如下: Technical scheme of the present invention is as follows:
一种隔震层软接触限位机构,包括限位器、缓冲器和反力支座,所述限位器和缓冲器均为弹性装置,限位器的刚度大于缓冲器的刚度;其中,限位器的一端固定在反力支座上,限位器的另一端与缓冲器的一端固定连接,缓冲器的另一端与隔震层上部楼盖之间有一预留距离;所述反力支座与隔震层下部连接。 A shock-isolation layer soft contact limit mechanism, including a limiter, a buffer and a reaction force support, the limiter and the buffer are elastic devices, and the stiffness of the limiter is greater than the stiffness of the buffer; wherein, One end of the limiter is fixed on the reaction force support, the other end of the limiter is fixedly connected with one end of the buffer, and there is a reserved distance between the other end of the buffer and the upper floor of the shock-isolation floor; the reaction force The support is connected with the lower part of the shock-isolation layer.
所述的限位器为弹簧或U型钢板。其刚度较大,具体刚度由计算确定。 The limiter is a spring or a U-shaped steel plate. Its stiffness is relatively large, and the specific stiffness is determined by calculation.
所述的缓冲器为弹簧或橡胶块。其刚度较小,具体刚度由计算确定。 The buffer is a spring or a rubber block. Its stiffness is small, and the specific stiffness is determined by calculation.
当地震导致隔震层发生较大侧移时,隔震层上部楼盖与缓冲器相撞,导致缓冲器与限位器发生变形,由于缓冲器本身刚度较小,在其与隔震层上部楼盖接触时,接触刚度也较小,不会给隔震层较大的反作用力,避免了冲击给建筑结构带来损坏;同时,由于限位器较大的变形量和变形刚度,既允许隔震层有一定的侧移量,又会将其控制在安全范围内,发挥出隔震效用。 When the earthquake causes a large lateral movement of the isolation floor, the upper floor of the isolation floor collides with the buffer, causing deformation of the buffer and the limiter. When the floor is in contact, the contact stiffness is also small, which will not give a large reaction force to the seismic isolation layer, and avoid the damage to the building structure caused by the impact; at the same time, due to the large deformation and deformation stiffness of the stopper, it allows The shock-isolation layer has a certain amount of lateral movement, and it will be controlled within a safe range to exert the shock-isolation effect.
上述隔震层软接触限位机构既可以应用于橡胶支座基础隔震结构,也可以应用于基础滑移隔震结构。 The above-mentioned soft contact limit mechanism of the shock-isolation layer can be applied not only to the shock-isolation structure of the rubber bearing foundation, but also to the shock-isolation structure of the foundation sliding.
有益效果: Beneficial effect:
采用本发明的隔震层软接触限位机构既不会在接触时对隔震层产生冲击,又能起到良好的限位效果,且成本低、施工方便。 The shock-isolation layer soft contact limiting mechanism adopted in the present invention will not produce impact on the shock-isolation layer when in contact, but also has a good position-limiting effect, and has low cost and convenient construction.
附图说明 Description of drawings
图1为本发明隔震层软接触限位机构示意图; Fig. 1 is the schematic diagram of the soft contact limit mechanism of the shock-isolation layer of the present invention;
图2为本发明在橡胶支座隔震系统中使用的立面示意图; Fig. 2 is the elevation schematic diagram that the present invention uses in the rubber bearing shock-isolation system;
图3为本发明的采用弹簧限位器橡胶块缓冲器的机构示意图; Fig. 3 is the mechanism schematic diagram that adopts spring stopper rubber block buffer of the present invention;
图4为本发明的采用U型钢板限位器橡胶块缓冲器的机构示意图; Fig. 4 is the mechanism schematic diagram of adopting U-shaped steel plate limiter rubber block buffer of the present invention;
图中:1-限位器;2-缓冲器;3-反力支座;4-隔震层上部楼盖;5-橡胶支座;6-隔震系统上部结构。 In the figure: 1-limiter; 2-bumper; 3-reaction support; 4-upper floor of the isolation floor; 5-rubber bearing; 6-superstructure of the isolation system.
具体实施方式 Detailed ways
如图1-4所示,本发明的隔震层软接触限位机构具体实施方式如下: As shown in Figures 1-4, the specific implementation of the shock-isolation layer soft contact limit mechanism of the present invention is as follows:
实施例1: Example 1:
如图1-2所示,本发明的一种隔震层软接触限位机构,包括限位器1、缓冲器2和反力支座3,限位器1和缓冲器2均为弹性装置,限位器1的刚度大于缓冲器2的刚度;其中,限位器1的一端固定在反力支座3上,限位器1的另一端与缓冲器2的一端固定连接,缓冲器2的另一端与隔震层上部楼盖4之间有一预留距离;所述反力支座3与隔震层下部连接。其中,限位器1采用弹簧,其刚度较大;缓冲器2也采用弹簧,其刚度较小。隔震层采用橡胶支座5隔震,橡胶支座5上设置有隔震层上部楼盖4,隔震层上部楼盖4上部为隔震系统上部结构6。
As shown in Figure 1-2, a shock-isolation layer soft contact limit mechanism of the present invention includes a
当隔震层侧移大于预留距离时,隔震层上部楼盖4与缓冲器2相撞,由于缓冲器2的接触刚度较小,接触时不会给建筑结构带来较大的冲击。缓冲器2在变形的同时,带动限位器1变形,二者共同给隔震层提供反作用力,限制隔震层的侧移,保护隔震层及其附属设施。
When the side shift of the seismic isolation layer is greater than the reserved distance, the
实施例2: Example 2:
如图3所示,本发明的隔震层软接触限位机构,其限位器1采用弹簧,缓冲器2采用橡胶块,其它结构和原理同实施例1,此处不再详述。
As shown in Fig. 3, in the shock-isolation layer soft contact limit mechanism of the present invention, the
实施例3: Example 3:
如图4所示,本发明的隔震层软接触限位机构,其限位器1采用U型钢板,缓冲器2采用橡胶块,其它结构和原理同实施例1,此处不再详述。
As shown in Figure 4, in the shock-isolation layer soft contact limit mechanism of the present invention, the
其中,上述实施例橡胶支座基础隔震结构中的橡胶支座5也可以替换为基础滑移支座,并用于基础滑移隔震结构中进行限位。 Wherein, the rubber bearing 5 in the base isolation structure of the rubber bearing of the above embodiment can also be replaced by a base sliding bearing, and used for position limitation in the base sliding base isolation structure.
以上仅是本发明的三个具体实施例,本发明的实施不限于此。 The above are only three specific embodiments of the present invention, and the implementation of the present invention is not limited thereto.
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Cited By (8)
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CN105443652A (en) * | 2015-11-12 | 2016-03-30 | 中国电力科学研究院 | Vibration reducing and isolating system with limiting devices and installing and arranging method thereof |
CN106320556A (en) * | 2016-10-20 | 2017-01-11 | 兰州理工大学 | Method for buffering collision of sliding seismic isolation and liquid storage structure and limit walls equipped with rubber blocks |
CN108412066A (en) * | 2018-01-18 | 2018-08-17 | 滨州学院 | A kind of big shake lower caging device of base isolation bearing |
CN109505445A (en) * | 2018-12-04 | 2019-03-22 | 北京建筑大学 | A kind of spring stopper and its application method for architectural vibration-insulation layer |
CN111042012A (en) * | 2019-12-27 | 2020-04-21 | 东南大学 | Waiting platform suitable for bridge construction separated railway station house adopting shock insulation technology |
CN111119549A (en) * | 2020-03-03 | 2020-05-08 | 西南交通大学 | Assembled soft collision energy consumption device and damping energy consumption system |
CN115247460A (en) * | 2021-12-23 | 2022-10-28 | 兰州理工大学 | A basic vibration isolation composite limit device |
CN117868333A (en) * | 2024-01-15 | 2024-04-12 | 中国建筑东北设计研究院有限公司 | Limiting device for vibration isolation building and parameter determination method thereof |
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CN105443652A (en) * | 2015-11-12 | 2016-03-30 | 中国电力科学研究院 | Vibration reducing and isolating system with limiting devices and installing and arranging method thereof |
CN106320556A (en) * | 2016-10-20 | 2017-01-11 | 兰州理工大学 | Method for buffering collision of sliding seismic isolation and liquid storage structure and limit walls equipped with rubber blocks |
CN106320556B (en) * | 2016-10-20 | 2018-06-15 | 兰州理工大学 | The sliding and shock isolation liquid storage structure of rubber block and spacing walls crusherbull zone method are set |
CN108412066A (en) * | 2018-01-18 | 2018-08-17 | 滨州学院 | A kind of big shake lower caging device of base isolation bearing |
CN109505445A (en) * | 2018-12-04 | 2019-03-22 | 北京建筑大学 | A kind of spring stopper and its application method for architectural vibration-insulation layer |
CN111042012A (en) * | 2019-12-27 | 2020-04-21 | 东南大学 | Waiting platform suitable for bridge construction separated railway station house adopting shock insulation technology |
CN111119549A (en) * | 2020-03-03 | 2020-05-08 | 西南交通大学 | Assembled soft collision energy consumption device and damping energy consumption system |
CN115247460A (en) * | 2021-12-23 | 2022-10-28 | 兰州理工大学 | A basic vibration isolation composite limit device |
CN115247460B (en) * | 2021-12-23 | 2024-02-27 | 兰州理工大学 | Foundation shock insulation composite limiting device |
CN117868333A (en) * | 2024-01-15 | 2024-04-12 | 中国建筑东北设计研究院有限公司 | Limiting device for vibration isolation building and parameter determination method thereof |
CN117868333B (en) * | 2024-01-15 | 2024-10-18 | 中国建筑东北设计研究院有限公司 | Limiting device for vibration isolation building and parameter determination method thereof |
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