CN107604810A - A kind of Self-resetting friction pendulum three-dimensional shock damping and insulation bearing - Google Patents
A kind of Self-resetting friction pendulum three-dimensional shock damping and insulation bearing Download PDFInfo
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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Abstract
本发明为一种自复位摩擦摆三维减隔震支座,在所述的下支座板(4)的中部设有一个凹形盲孔,在该凹形盲孔的底部设有减震层(7)与竖向减震弹簧(8),竖向减震弹簧(8)的上部连接球面滑板(3),在球面滑板(3)的上部设有铰接滑块(2),铰接滑块(2)的上部球面位于上支座板(1)下部的滑块容腔(12)中;在下支座板(4)上部的周边设有反力板(6),水平减震弹簧(5)位于反力板(6)与滑块容腔(12)外周壁之间。本发明为圆形结构,采用水平减震弹簧及竖向减震层提高摩擦摆隔震支座的耐久性及隔震性能,通过水平减震弹簧充分发挥反力板的耗能能力,并实现结构在地震、台风等极端荷载作用下的三维减隔震。
The present invention is a self-resetting friction pendulum three-dimensional shock-absorbing and isolating bearing. A concave blind hole is arranged in the middle of the lower bearing plate (4), and a shock-absorbing layer is arranged at the bottom of the concave blind hole. (7) with the vertical damping spring (8), the top of the vertical damping spring (8) is connected with the spherical slide (3), and the top of the spherical slide (3) is provided with the hinged slide block (2), the hinged slide The upper spherical surface of (2) is located in the slide block cavity (12) of the bottom of the upper support plate (1); a reaction force plate (6) is arranged on the periphery of the upper part of the lower support plate (4), and a horizontal damping spring (5 ) is located between the reaction force plate (6) and the outer peripheral wall of the slider cavity (12). The invention has a circular structure, adopts horizontal shock-absorbing springs and vertical shock-absorbing layers to improve the durability and shock-isolation performance of the friction pendulum shock-isolation support, fully exerts the energy dissipation capacity of the reaction plate through the horizontal shock-absorbing springs, and realizes Three-dimensional seismic isolation of structures under extreme loads such as earthquakes and typhoons.
Description
技术领域technical field
本发明涉及一种自复位摩擦摆三维减隔震支座,属于土木工程领域的桥梁、房屋等结构的减隔震(振)控制技术领域。The invention relates to a self-resetting friction pendulum three-dimensional shock-absorbing and isolation bearing, which belongs to the technical field of shock-absorbing and isolating (vibration) control of structures such as bridges and houses in the field of civil engineering.
背景技术Background technique
我国位于环太平洋地震带-欧亚地震带,地震频发,地震等给人民的生命、财产带来了难以承受的损失。研发新型减隔震装置,增强建筑、桥梁结构的抗震性能,是保证人民生命、财产安全的关键。my country is located in the circum-Pacific seismic belt-Eurasian seismic belt, with frequent earthquakes, which have brought unbearable losses to people's lives and property. It is the key to ensure the safety of people's lives and property to develop new shock-absorbing and isolating devices to enhance the seismic performance of buildings and bridge structures.
近年来,隔震结构(如隔震建筑、隔震桥梁等)得到了广泛的应用,并在地震中表现出良好的抗震性能。摩擦摆隔震支座作为一种摩擦耗能为主的减隔震支座,被广泛应用于工程结构减隔震。当结构遭遇强震时,会出现摩擦摆隔震支座位移超限,位移过大时,会使铰结滑块与限位板发生碰撞,当限位板发生破坏时,会引起上部结构倒塌。如隔震建筑发生倾覆而倒塌,隔震桥梁因支座位移超限而发生落梁及结构倒塌。问题的关键在于,传统的摩擦摆隔震支座耗能都以摩擦材料自身耗能为主,主要运用摩擦阻尼材料性能。地震是一种随机荷载,当减隔震装置无法满足结构的耗能需求时,结构就会发生破坏,特别是在强震作用下,难以实现“大震不倒”的抗震设防目标。传统的摩擦摆隔震支座摩擦阻尼材料的阻尼系数是恒定的,且其耗能能力主要取决于摩擦阻尼材料的耗能能力,随着使用时间增长,材料性能会逐渐退化,无法达到预期的效果,难以适应各种极端荷载作用下的结构减震控制。In recent years, isolated structures (such as isolated buildings, isolated bridges, etc.) have been widely used and have shown good anti-seismic performance in earthquakes. Friction pendulum shock-isolation bearing, as a kind of shock-isolation bearing with frictional energy consumption as the main factor, is widely used in engineering structure shock-isolation. When the structure encounters a strong earthquake, the displacement of the friction pendulum isolation support will exceed the limit. When the displacement is too large, the hinge slider will collide with the limit plate. When the limit plate is damaged, the upper structure will collapse. . For example, the earthquake-isolated building overturned and collapsed, and the earthquake-isolated bridge caused the beam to fall and the structure to collapse due to the excessive bearing displacement. The crux of the problem is that the energy consumption of traditional friction pendulum isolation bearings is mainly based on the energy consumption of the friction material itself, and the performance of the friction damping material is mainly used. Earthquake is a kind of random load. When the shock-absorbing and isolating device cannot meet the energy consumption demand of the structure, the structure will be damaged, especially under the action of strong earthquake, it is difficult to achieve the anti-seismic fortification goal of "not falling down after a big earthquake". The damping coefficient of the friction damping material of the traditional friction pendulum isolation support is constant, and its energy dissipation capacity mainly depends on the energy dissipation capacity of the friction damping material. As the use time increases, the material performance will gradually degrade and cannot reach the expected effect, it is difficult to adapt to the structural shock absorption control under various extreme loads.
粘弹性高阻尼橡胶材料是一种具有强变形的新功能材料,利用自身所具有的强粘弹性对结构振动进行阻尼减震,具有比质量轻、抗疲劳性能好及减振性能好等诸多优点。同时,在受到外部荷载时,利用材料自身的粘弹性进行阻尼耗能,通过分子链之间的粘性内摩擦将外部能量转化为热能,来消耗外部能量,此材料广泛用于建筑工程、桥梁工程、机械工程领域。Viscoelastic high damping rubber material is a new functional material with strong deformation. It uses its own strong viscoelasticity to damp structural vibration. It has many advantages such as light weight, good fatigue resistance and vibration damping performance. . At the same time, when subjected to external loads, the viscoelasticity of the material itself is used for damping and energy dissipation, and the external energy is converted into thermal energy through the viscous internal friction between molecular chains to consume external energy. This material is widely used in construction engineering and bridge engineering. , Mechanical engineering field.
为了更有效地控制结构多维强震作用下的地震响应,有必要研发新型摩擦摆隔震支座,以实现多维减隔震控制,最大限度的减小地震引起的结构损伤及破坏。当前,关于新型摩擦摆隔震支座的研发如“一种变曲率摩擦摆隔震支座”、“一种双向变曲率摩擦摆隔震支座”、“摩擦摆隔震支座、智能支座以及支座监测系统”,“一种三维隔震支座”,但此类摩擦摆隔震支座的限位装置在达到最大允许位移时仅能依靠一侧限位装置提供限位、耗能,没有充分利用材料的性能;另一方面,仅仅依靠摩擦阻尼耗能,随着时间的增长,在周期性荷载作用下摩擦耗能材料的耗能性能会逐渐降低,且耗能方式单一。In order to more effectively control the seismic response of structures under multidimensional strong earthquakes, it is necessary to develop new friction pendulum isolation bearings to achieve multidimensional isolation control and minimize structural damage and destruction caused by earthquakes. At present, the research and development of new friction pendulum isolation bearings such as "a friction pendulum isolation bearing with variable curvature", "a two-way variable curvature friction pendulum isolation bearing", "friction pendulum isolation seat and support monitoring system", "a three-dimensional seismic isolation support", but the limit device of this type of friction pendulum seismic isolation support can only rely on one side limit device to provide limit, consumption On the other hand, only relying on frictional damping energy dissipation, as time increases, the energy dissipation performance of frictional energy-dissipating materials will gradually decrease under the action of periodic loads, and the energy dissipation mode is single.
因此,亟待解决上述问题。Therefore, urgently need to solve the above-mentioned problem.
发明内容Contents of the invention
技术问题:本发明的目的是提供一种自复位摩擦摆三维减隔震支座,针对传统摩擦摆隔震支座限位装置耗能性能差、耗能摩擦材料随时间增长性能下降,难以更换,且只能实现水平方向的隔震,不能实现竖向隔震的困难,本发明采用水平减震弹簧以及粘弹性高阻尼橡胶材料提高摩擦摆隔震支座的耐久性及减隔震性能,采用粘弹性高阻尼橡胶材料实现接触面柔性连接,避免强震等突发极端荷载作用下构件局部损伤,并实现结构在地震、台风等极端荷载作用下的三维减隔震。Technical problem: The purpose of this invention is to provide a self-resetting friction pendulum three-dimensional shock-absorbing and isolating bearing, which is aimed at the poor energy consumption performance of the limit device of the traditional friction pendulum and shock-isolating bearing, and the performance of the energy-consuming friction material decreases with time, making it difficult to replace , and can only achieve shock isolation in the horizontal direction, and cannot achieve vertical shock isolation. The present invention uses horizontal shock absorbing springs and viscoelastic high-damping rubber materials to improve the durability and shock absorption and isolation performance of the friction pendulum shock-isolation bearing. The viscoelastic high damping rubber material is used to realize the flexible connection of the contact surface, to avoid local damage of the components under sudden extreme loads such as strong earthquakes, and to realize the three-dimensional shock absorption and isolation of the structure under extreme loads such as earthquakes and typhoons.
技术方案:本发明的一种自复位摩擦摆三维减隔震支座包括上支座板、铰接滑块、球面滑板、下支座板、水平减震弹簧、反力板、减震层、竖向减震弹簧、摩擦垫、防尘圈、螺栓孔、滑块容腔、耗能圈、导向杆;其中,在所述的下支座板的中部设有一个凹形盲孔,在该凹形盲孔的底部设有竖向减震弹簧,竖向减震弹簧的上部连接球面滑板,在球面滑板的上部设有铰接滑块,铰接滑块的上部球面位于上支座板下部的滑块容腔中;在下支座板上部的周边设有反力板,水平减震弹簧位于反力板与滑块容腔外周壁之间。Technical solution: A self-resetting friction pendulum three-dimensional shock-absorbing and isolating support of the present invention includes an upper support plate, a hinged slider, a spherical slide plate, a lower support plate, a horizontal shock-absorbing spring, a reaction force plate, a shock-absorbing layer, a vertical to shock absorbing springs, friction pads, dust-proof rings, bolt holes, slider chambers, energy-dissipating rings, and guide rods; wherein, a concave blind hole is provided in the middle of the lower support plate, and the concave The bottom of the shaped blind hole is provided with a vertical damping spring, the upper part of the vertical damping spring is connected to a spherical slide, and the upper part of the spherical slide is provided with a hinged slider, and the upper spherical surface of the hinged slider is located In the cavity; a reaction force plate is arranged on the upper periphery of the lower support plate, and the horizontal damping spring is located between the reaction force plate and the outer peripheral wall of the slider cavity.
所述上支座板与铰接滑块通过减震层柔性连接,且铰接滑块在滑块容腔内可沿任意角度自由转动,实现竖向耗能吸震,减震层为粘弹性高阻尼材料(如高阻尼橡胶)。The upper support plate and the hinged slider are flexibly connected through the shock-absorbing layer, and the hinged slider can freely rotate along any angle in the slider cavity to realize vertical energy consumption and shock absorption. The shock-absorbing layer is a viscoelastic high-damping material (such as high damping rubber).
所述铰接滑块与球面滑板通过摩擦垫紧密相连,摩擦垫为低摩擦材料。The hinged slide block is closely connected with the spherical slide plate through a friction pad, and the friction pad is made of low-friction material.
所述下支座板内底面与球面滑板下底面均为粗糙表面,以增加减震层与下支座板、球面滑板的连接。Both the inner bottom surface of the lower support plate and the lower bottom surface of the spherical slide plate are rough surfaces, so as to increase the connection between the shock absorbing layer and the lower support plate and the spherical slide plate.
所述水平减震弹簧有多个,分别位于滑块容腔外侧与反力板内测之间,其一端与上支座板下部的滑块容腔外侧相连,另一端与反力板内侧相连,水平减震弹簧上设有水平导杆,水平导杆随水平减震弹簧自由伸缩。There are multiple horizontal damping springs, which are respectively located between the outer side of the slider cavity and the inner side of the reaction force plate, one end of which is connected to the outer side of the slider cavity at the lower part of the upper support plate, and the other end is connected to the inner side of the reaction force plate , the horizontal shock absorbing spring is provided with a horizontal guide rod, and the horizontal guide rod freely expands and contracts with the horizontal shock absorbing spring.
所述水平减震弹簧上设置有耗能圈,水平减震弹簧压缩时可通过耗能圈耗能,耗能圈为粘弹性高阻尼材料(如高阻尼橡胶)。The horizontal shock-absorbing spring is provided with an energy-dissipating ring, which can dissipate energy through the energy-dissipating ring when the horizontal shock-absorbing spring is compressed, and the energy-dissipating ring is a viscoelastic high-damping material (such as high-damping rubber).
所述反力板顶部与上支座板外侧下部通过防尘圈柔性连接,上支座板与下支座板外周均设有螺栓孔,以实现与上部结构、下部结构牢固连接。The top of the reaction force plate is flexibly connected to the outer lower part of the upper support plate through a dust-proof ring, and the outer circumference of the upper support plate and the lower support plate are provided with bolt holes to achieve a firm connection with the upper structure and the lower structure.
所述水平减震弹簧受压时的最大压缩量为反力板内表面至球面滑板的外边缘的距离。The maximum compression amount of the horizontal damping spring is the distance from the inner surface of the reaction force plate to the outer edge of the spherical slide plate when the horizontal damping spring is compressed.
所述下支座板内腔底部设置有竖向减震弹簧的减震层,下支座板与球面滑板通过减震层与竖向减震弹簧连接。The bottom of the inner cavity of the lower bearing plate is provided with a damping layer of a vertical damping spring, and the lower bearing plate and the spherical slide are connected to the vertical damping spring through the damping layer.
本发明的自复位摩擦摆三维减隔震支座的耗能原理:The energy consumption principle of the self-resetting friction pendulum three-dimensional shock-absorbing and isolating bearing of the present invention:
在充分利用减隔震装置自身材料耗能性能的基础上,利用水平减震弹簧,使得摩擦摆隔震支座发生水平位移时,限位板因水平减震弹簧而均匀受力;当摩擦摆隔震支座在地震作用下发生较大水平位移时,受压侧与受拉侧水平减震弹簧均提供反力,水平减震弹簧使得反力板均匀受力;当摩擦摆隔震支座强震作用下达到最大允许位移时,受压一侧水平减震弹簧达到最大压缩量,提供水平压力,水平减震弹簧通过压缩耗能圈实现变形耗能,而受拉一侧水平减震弹簧仍旧提供水平拉力,成倍提高摩擦摆隔震支座自复位能力。此时反力板发挥限位板的作用,因水平弹簧的作用,该一种自复位摩擦摆隔震支座的抗冲击能力明显提升,避免限位板因与铰结滑块碰撞而发生局部损伤,甚至严重破坏。On the basis of making full use of the energy dissipation performance of the shock-absorbing device’s own materials, the horizontal shock-absorbing spring is used to make the friction pendulum shock-isolation support horizontally displaced, and the limit plate is evenly stressed by the horizontal shock-absorbing spring; when the friction pendulum When the shock-absorbing bearing has a large horizontal displacement under the action of an earthquake, the horizontal shock-absorbing springs on both the compression side and the tension-bearing side provide reaction force, and the horizontal shock-absorbing spring makes the reaction force plate evenly stressed; when the friction pendulum shock-isolation support When the maximum allowable displacement is reached under the action of a strong earthquake, the horizontal shock absorbing spring on the compression side reaches the maximum compression, providing horizontal pressure, and the horizontal shock absorbing spring realizes deformation and energy dissipation by compressing the energy dissipation ring, while the horizontal shock absorbing spring on the tension side The horizontal tension is still provided, and the self-resetting ability of the friction pendulum shock-isolation support is doubled. At this time, the reaction force plate plays the role of the limit plate. Due to the function of the horizontal spring, the impact resistance of the self-resetting friction pendulum shock-isolation support is significantly improved, and the local limit plate is prevented from colliding with the hinge slider. damage, or even serious damage.
相比传统的摩擦摆隔震支座,该摩擦摆隔震支座在球面滑板下部设置减震层与竖向减震弹簧,具有显著地变形及摩擦耗能能力。球面滑板与下支座板通过减震层、竖向减震弹簧相连接。地震作用下,当铰结滑块滑向球面滑板的边缘方向时,铰结滑块处球面滑板下方的减震层、竖向减震弹簧压缩变形耗能,球面滑板另一侧下方的减震层、竖向减震弹簧受拉变形耗能,可实现竖向减震。Compared with the traditional friction pendulum shock-isolation support, the friction pendulum shock-isolation support is provided with a shock-absorbing layer and a vertical shock-absorbing spring at the lower part of the spherical slide, which has significant deformation and frictional energy dissipation capabilities. The spherical slide plate is connected with the lower bearing plate through a shock absorbing layer and a vertical shock absorbing spring. Under earthquake action, when the hinged slider slides towards the edge of the spherical skateboard, the shock absorbing layer and the vertical damping spring under the spherical skateboard at the hinged slider are compressed and deformed to consume energy, and the shock absorber under the other side of the spherical skateboard The layer and the vertical damping spring are stretched and deformed to dissipate energy, which can realize vertical damping.
本发明的设计思想为增强支座限位能力,并实现多维减震。The design idea of the present invention is to enhance the position-limiting capability of the support and realize multi-dimensional shock absorption.
有益效果:本发明所带来的好处,所达到的指标。Beneficial effects: the benefits brought by the present invention and the achieved targets.
1、本发明在水平减震弹簧发生压缩变形时,利用耗能圈实现压缩变形耗能。1. In the present invention, when the horizontal damping spring is compressed and deformed, the energy dissipation ring is used to realize the energy consumption of the compression deformation.
2、本发明在充分发挥水平减震弹簧性能的同时,使反力板均匀受力的基础上成倍增加耗能性能。2. The present invention fully exerts the performance of the horizontal shock-absorbing spring, and doubles the energy dissipation performance on the basis of uniform stress on the reaction force plate.
3、本发明适用于各种工程结构,通过水平减震弹簧、耗能圈、竖向减震层,可实现结构三维减隔震。3. The present invention is applicable to various engineering structures, and the three-dimensional shock absorption and isolation of the structure can be realized through horizontal shock absorbing springs, energy dissipation rings, and vertical shock absorbing layers.
附图说明Description of drawings
图1为本发明自复位摩擦摆三维减隔震支座的剖视图;Fig. 1 is the sectional view of self-resetting friction pendulum three-dimensional shock-absorbing and isolating bearing of the present invention;
图2为本发明自复位摩擦摆三维减隔震支座的俯视图;Fig. 2 is the top view of the self-resetting friction pendulum three-dimensional shock-absorbing and isolating bearing of the present invention;
图3为图1中A-A的剖视图;Fig. 3 is the sectional view of A-A among Fig. 1;
图4为图1中B-B的剖视图;Fig. 4 is the sectional view of B-B in Fig. 1;
图5为图1中构件13的细部图;Fig. 5 is a detailed view of member 13 in Fig. 1;
图中有:上支座板1;铰结滑块2;球面滑板3;下支座板4;水平减震弹簧5;反力板6;减震层7;竖向减震弹簧8;摩擦垫9;防尘圈10;螺栓孔11;滑块容腔12;耗能圈13;水平导杆14。In the figure, there are: upper support plate 1; hinged slider 2; spherical slide plate 3; lower support plate 4; horizontal damping spring 5; Pad 9; dustproof ring 10; bolt hole 11; slider cavity 12; energy dissipation ring 13; horizontal guide rod 14.
具体实施方式detailed description
本发明所述的一种自复位摩擦摆三维减隔震支座,包括上支座板;铰接滑块;球面滑板;下支座板;水平减震弹簧;反力板;减震层;竖向减震弹簧;摩擦垫;防尘圈;螺栓孔;滑块容腔;耗能圈;导向杆。A self-resetting friction pendulum three-dimensional shock-absorbing and isolation bearing of the present invention comprises an upper bearing plate; a hinged slider; a spherical slide plate; a lower bearing plate; a horizontal damping spring; Shock absorbing spring; friction pad; dust ring; bolt hole; slider cavity; energy dissipation ring; guide rod.
所述下支座板内腔底部设置有减震层与竖向减震弹簧,下支座板与球面滑板通过减震层与竖向减震弹簧连接,下支座板内底面与球面滑板下底面均为粗糙表面,可增强减震层与下支座板、球面滑板的连接。The bottom of the inner cavity of the lower bearing plate is provided with a damping layer and a vertical damping spring, the lower bearing plate and the spherical slide are connected with the vertical damping spring through the damping layer, and the inner bottom surface of the lower bearing plate is connected with the lower surface of the spherical slide. The bottom surfaces are all rough surfaces, which can strengthen the connection between the shock-absorbing layer and the lower support plate and the spherical slide plate.
所述铰接滑块与球面滑板通过摩擦垫紧密相连,摩擦垫为低摩擦材料,厚度均匀。The hinged slider is closely connected with the spherical slide plate through a friction pad, which is made of low-friction material with uniform thickness.
所述上支座板与铰接滑块通过减震层柔性连接,且铰接滑块在滑块容腔内可沿任意角度自由转动,且可实现竖向耗能吸震。The upper support plate and the hinged slider are flexibly connected through the shock-absorbing layer, and the hinged slider can freely rotate along any angle in the slider cavity, and can realize vertical energy dissipation and shock absorption.
所述水平减震弹簧一端与上支座板相连,另一端与反力板相连,水平减震弹簧设置耗能圈,外周设有水平导杆,水平导杆可随水平减震弹簧自由伸缩,并保证减震弹簧沿水平方向变形,当水平减震弹簧受压时,耗能圈可通过压缩变形实现耗能。One end of the horizontal damping spring is connected to the upper support plate, and the other end is connected to the reaction force plate. The horizontal damping spring is provided with an energy dissipation ring, and the outer periphery is provided with a horizontal guide rod. The horizontal guide rod can freely expand and contract with the horizontal damping spring. And ensure that the shock absorbing spring deforms along the horizontal direction, when the horizontal shock absorbing spring is compressed, the energy dissipation ring can realize energy dissipation through compression deformation.
所述反力板顶部与上支座板外侧端部下侧通过防尘圈柔性连接,上支座板与下支座板外周均设有螺栓孔,以实现与上部结构、下部结构牢固连接。The top of the reaction force plate is flexibly connected to the lower side of the outer end of the upper support plate through a dust-proof ring, and the outer circumference of the upper support plate and the lower support plate are provided with bolt holes to achieve a firm connection with the upper structure and the lower structure.
所述水平减震弹簧受压时的最大压缩量为反力板内表面至球面滑板的外边缘的距离。The maximum compression amount of the horizontal damping spring is the distance from the inner surface of the reaction force plate to the outer edge of the spherical slide plate when the horizontal damping spring is compressed.
作为优选,所述水平减震弹簧沿反力板与上支座板中心均匀布置,保证水平减震弹簧、反力板均匀受力;所述竖向减震弹簧在下支座板内底面均匀布置As a preference, the horizontal shock absorbing springs are evenly arranged along the center of the reaction force plate and the upper support plate to ensure that the horizontal shock absorbing springs and the reaction force plate are evenly stressed; the vertical shock absorbing springs are evenly arranged on the inner bottom surface of the lower support plate
作为优选,所述导向杆两端分别与反力板内侧、上支座板连接处为柔性连接,可发生一定转角。Preferably, the two ends of the guide rod are flexibly connected to the inner side of the reaction force plate and the upper support plate respectively, and a certain rotation angle can occur.
作为优选,所述减震层、耗能圈均为粘弹性高阻尼材料,保持适宜厚度,利用其强变形能力实现耗能。Preferably, the shock-absorbing layer and the energy-dissipating ring are all viscoelastic high-damping materials, maintain an appropriate thickness, and use their strong deformation ability to realize energy dissipation.
作为优选,所述滑块容腔最下端与铰结滑块最外端相接处设置一定空隙,保证铰结滑块在滑动过程中可发生一定转角,与上支座板保持协同变形。Preferably, a certain gap is provided at the joint between the lowermost end of the slider cavity and the outermost end of the hinged slider to ensure that the hinged slider can rotate at a certain angle during the sliding process and maintain cooperative deformation with the upper support plate.
作为优选,根据抗震设防要求,设置弹簧的初始刚度。Preferably, the initial stiffness of the spring is set according to the requirements for anti-seismic fortification.
下面结合附图对本发明作进一步的详细说明:Below in conjunction with accompanying drawing, the present invention will be described in further detail:
如图1所示,本发明所述一种自复位摩擦摆三维减隔震支座,主要包括上支座板1;铰结滑块2;球面滑板3;下支座板4;水平减震弹簧5;反力板6;减震层7;竖向减震弹簧8;摩擦垫9;防尘圈10;螺栓孔11;滑块容腔12;耗能圈13;水平导杆14。As shown in Figure 1, a self-resetting friction pendulum three-dimensional shock-absorbing and isolating bearing according to the present invention mainly includes an upper bearing plate 1; a hinged slider 2; a spherical sliding plate 3; a lower bearing plate 4; Spring 5; counter force plate 6; shock absorbing layer 7; vertical shock absorbing spring 8; friction pad 9; dustproof ring 10; bolt hole 11;
如图1和图4所示,所述下支座板4内腔底部设置有减震层7、竖向减震弹簧8,下支座板4与球面滑板3通过减震层7、竖向减震弹簧8连接,下支座板4内底面与球面滑板3下底面均为粗糙表面,可增强减震层7与下支座板4、球面滑板3的连接。所述铰接滑块2与球面滑板3通过摩擦垫9紧密相连。所述上支座板1与铰接滑块2通过减震层7柔性连接,且铰接滑块2在滑块容腔12内可沿任意角度自由转动,且可实现竖向耗能吸震。As shown in Figures 1 and 4, the bottom of the inner cavity of the lower support plate 4 is provided with a shock absorbing layer 7 and a vertical shock absorbing spring 8, and the lower support plate 4 and the spherical slide plate 3 pass through the shock absorbing layer 7 and the vertical shock absorbing spring 8. Damping spring 8 is connected, and the inner bottom surface of lower support plate 4 and the lower bottom surface of spherical slide plate 3 are rough surfaces, which can strengthen the connection of shock absorbing layer 7 with lower support plate 4 and spherical slide plate 3. The hinged slider 2 is closely connected with the spherical slide 3 through a friction pad 9 . The upper support plate 1 and the hinged slider 2 are flexibly connected through the shock-absorbing layer 7, and the hinged slider 2 can freely rotate along any angle in the slider cavity 12, and can realize vertical energy dissipation and shock absorption.
如图2所示,所述上支座板1顶面边缘均匀设置有螺栓孔11,实现与上部结构牢固连接。As shown in FIG. 2 , bolt holes 11 are evenly provided on the edge of the top surface of the upper support plate 1 to achieve a firm connection with the upper structure.
如图1和图3所示,下支座板4底板边缘均匀设置有螺栓孔11,实现与下部结构牢固连接。所述水平减震弹簧5一端与上支座板1相连,另一端与反力板6相连,水平减震弹簧5设置有耗能圈13,外周设有水平导杆14,水平导杆14可随水平减震弹簧5自由伸缩,并保证水平减震弹簧5沿水平方向变形;当水平减震弹簧5发生压缩变形时,耗能圈13可通过压缩变形耗能。As shown in Fig. 1 and Fig. 3, bolt holes 11 are uniformly arranged on the edge of the bottom plate of the lower support plate 4 to realize a firm connection with the lower structure. One end of the horizontal damping spring 5 is connected to the upper support plate 1, and the other end is connected to the reaction force plate 6. The horizontal damping spring 5 is provided with an energy dissipation ring 13, and the outer periphery is provided with a horizontal guide rod 14, which can be Freely expand and contract with the horizontal damping spring 5, and ensure that the horizontal damping spring 5 is deformed in the horizontal direction; when the horizontal damping spring 5 is compressed and deformed, the energy dissipation ring 13 can dissipate energy through the compression deformation.
如图1所示,所述反力板6顶部与上支座板1外侧端部下侧通过防尘圈10柔性连接,防尘圈10可沿水平向、竖向自由伸缩。所述水平减震弹簧5受压时的最大压缩量为反力板6内表面至球面滑板3的外边缘的距离。As shown in FIG. 1 , the top of the reaction force plate 6 is flexibly connected to the underside of the outer end of the upper support plate 1 through a dustproof ring 10 , and the dustproof ring 10 can freely expand and contract horizontally and vertically. The maximum compression amount of the horizontal damping spring 5 is the distance from the inner surface of the reaction force plate 6 to the outer edge of the spherical slide 3 when the horizontal damping spring 5 is under pressure.
如图4所示,该一种自复位摩擦摆三维减隔震支座的耗能原理:As shown in Figure 4, the energy dissipation principle of the self-resetting friction pendulum three-dimensional shock-absorbing and isolating bearing:
相比传统的摩擦摆隔震支座,当该一种自复位摩擦摆三维减隔震支座受水平地震、台风等荷载作用时,在充分利用摩擦垫9耗能性能的基础上,利用水平减震弹簧5,使得摩擦摆隔震支座发生水平位移时,限位板6因水平减震弹簧5而均匀受力;当摩擦摆隔震支座地震作用下发生较大水平位移时,受压侧与受拉侧水平减震弹簧5均提供反力,水平减震弹簧5 使得反力板6均匀受力;当摩擦摆隔震支座强震作用下达到最大允许位移时,受压一侧水平减震弹簧5达到最大压缩量,提供水平压力,耗能圈13通过压缩变形实现水平耗能,而受拉一侧水平减震弹簧5仍旧提供水平拉力,成倍提高摩擦摆隔震支座自复位能力。此时反力板 6发挥限位作用,因水平减震弹簧5的作用,该一种自复位摩擦摆隔震支座的抗冲击能力明显提升,避免反力板6因与铰结滑块2碰撞而发生局部损伤,甚至严重破坏。Compared with the traditional friction pendulum seismic isolation bearing, when the self-resetting friction pendulum three-dimensional seismic isolation bearing is subjected to loads such as horizontal earthquakes and typhoons, on the basis of making full use of the energy dissipation performance of the friction pad 9, the utilization level Shock-absorbing spring 5, so that when the friction pendulum shock-isolation bearing undergoes horizontal displacement, the limit plate 6 is evenly stressed by the horizontal shock-absorbing spring 5; when the friction pendulum shock-isolation The horizontal damping spring 5 on both the pressure side and the tension side provides the reaction force, and the horizontal damping spring 5 makes the reaction force plate 6 evenly stressed; when the friction pendulum shock-isolation support reaches the maximum allowable displacement under the strong earthquake The horizontal shock absorbing spring 5 on the side reaches the maximum compression to provide horizontal pressure, and the energy dissipation ring 13 realizes horizontal energy dissipation through compression deformation, while the horizontal shock absorbing spring 5 on the tensioned side still provides horizontal tension, which doubles the vibration isolation support of the friction pendulum. Seat self-resetting ability. At this time, the reaction force plate 6 plays a position-limiting role. Due to the effect of the horizontal damping spring 5, the impact resistance of the self-resetting friction pendulum shock-isolation bearing is obviously improved, and the reaction force plate 6 is prevented from being connected to the hinged slider 2. Local damage or even serious damage may occur due to collision.
该一种自复位摩擦摆三维减隔震支座在球面滑板3下部设置减震层7、竖向减震弹簧8,具有显著地变形及摩擦耗能能力。球面滑板3与下支座板4通过减震层7、竖向减震弹簧8 相连接,在竖向地震作用下,当铰结滑块2滑向球面滑板3的边缘方向时,铰结滑块2处球面滑板3下方减震层7、竖向减震弹簧8通过压缩变形耗能,球面滑板3另一侧下方减震层7、竖向减震弹簧8受拉变形耗能,可实现竖向减震。The self-resetting friction pendulum three-dimensional shock-absorbing and isolating bearing is provided with a shock-absorbing layer 7 and a vertical shock-absorbing spring 8 at the lower part of the spherical slide 3, and has remarkable deformation and frictional energy dissipation capabilities. The spherical slide 3 is connected with the lower bearing plate 4 through the damping layer 7 and the vertical damping spring 8. The shock-absorbing layer 7 and the vertical shock-absorbing spring 8 at the bottom of the spherical slide 3 at block 2 dissipate energy through compression deformation, and the shock-absorbing layer 7 and the vertical shock-absorbing spring 8 under the other side of the spherical slide 3 consume energy through tension deformation, which can realize Vertical shock absorption.
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。本实施例中未明确的各组成部分均可用现有技术加以实现。It should be pointed out that those skilled in the art can make some improvements and modifications without departing from the principle of the present invention, and these improvements and modifications should also be regarded as the protection scope of the present invention. All components that are not specified in this embodiment can be realized by existing technologies.
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090188179A1 (en) * | 2005-12-16 | 2009-07-30 | Steelpat Gmbh & Co. Kg | Friction pendulum bearing |
| CN103306316A (en) * | 2013-05-09 | 2013-09-18 | 东北林业大学 | Three-dimensional composite friction pendulum vibration isolator based on nonlinear energy trap |
| CN203782881U (en) * | 2014-04-18 | 2014-08-20 | 北京建筑大学 | Shock insulation support |
| CN104652259A (en) * | 2015-02-13 | 2015-05-27 | 北京九州一轨隔振技术有限公司 | Damping spring basin type support seat |
| CN104763057A (en) * | 2015-03-26 | 2015-07-08 | 东南大学 | Shape Memory Alloy (SMA)-friction pendulum clearance compound isolation bearing |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001241208A (en) * | 2000-03-01 | 2001-09-04 | Bando Chem Ind Ltd | Building damping device |
| JP2003269530A (en) * | 2002-03-12 | 2003-09-25 | Hitachi Ltd | Seismic isolation device |
| CN103122969B (en) * | 2013-02-05 | 2014-12-31 | 上海大学 | Three-dimensional shock isolation device |
| CN103850358A (en) * | 2014-02-21 | 2014-06-11 | 上海大学 | Three-dimensional seism isolation system |
| CN206220260U (en) * | 2016-11-22 | 2017-06-06 | 山东科技大学 | A kind of Self-resetting three-dimensional damping energy dissipating support for building |
| CN107604810A (en) * | 2017-08-04 | 2018-01-19 | 东南大学 | A kind of Self-resetting friction pendulum three-dimensional shock damping and insulation bearing |
-
2017
- 2017-08-04 CN CN201710660562.2A patent/CN107604810A/en active Pending
-
2018
- 2018-04-27 WO PCT/CN2018/084952 patent/WO2019024552A1/en not_active Ceased
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090188179A1 (en) * | 2005-12-16 | 2009-07-30 | Steelpat Gmbh & Co. Kg | Friction pendulum bearing |
| CN103306316A (en) * | 2013-05-09 | 2013-09-18 | 东北林业大学 | Three-dimensional composite friction pendulum vibration isolator based on nonlinear energy trap |
| CN203782881U (en) * | 2014-04-18 | 2014-08-20 | 北京建筑大学 | Shock insulation support |
| CN104652259A (en) * | 2015-02-13 | 2015-05-27 | 北京九州一轨隔振技术有限公司 | Damping spring basin type support seat |
| CN104763057A (en) * | 2015-03-26 | 2015-07-08 | 东南大学 | Shape Memory Alloy (SMA)-friction pendulum clearance compound isolation bearing |
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Application publication date: 20180119 |