CN113417380B - Anti-swing shock isolation device - Google Patents

Anti-swing shock isolation device Download PDF

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Publication number
CN113417380B
CN113417380B CN202110749599.9A CN202110749599A CN113417380B CN 113417380 B CN113417380 B CN 113417380B CN 202110749599 A CN202110749599 A CN 202110749599A CN 113417380 B CN113417380 B CN 113417380B
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inner cylinder
cylinder
outer cylinder
steel plate
movement mechanism
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CN113417380A (en
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刘振林
程永锋
卢智成
朱祝兵
高坡
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China Electric Power Research Institute Co Ltd CEPRI
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China Electric Power Research Institute Co Ltd CEPRI
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/36Bearings or like supports allowing movement
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

An anti-sway seismic isolation apparatus comprising: the device comprises a hollow inner cylinder, a hollow outer cylinder, a movement mechanism and a prestressed bolt; the inner cylinder is vertically and fixedly arranged on the ground or a non-protection structure; the outer cylinder is sleeved outside the inner cylinder; the movement mechanism is arranged between the outer cylinder and the inner cylinder; the prestressed bolt horizontally penetrates through a side plate of one of the outer cylinder and the inner cylinder to be fixedly connected with the movement mechanism, and horizontally extrudes the movement mechanism on the side surface of the other one; the protected structure is mounted to the outer side or upper surface of the outer barrel. According to the anti-swing shock isolation device provided by the invention, the outer cylinder and the inner cylinder are both vertically arranged, and the prestressed bolt penetrates through the side plate of one of the outer cylinder and the inner cylinder to enable the movement mechanism to be tightly abutted against the side surface of the other one, so that the outer cylinder can only vertically move up and down relative to the inner cylinder under the action of an external force, and further the protected structure can vertically move up and down under the action of the external force, so that the problem of torsional vibration or overturning of the protected structure is avoided, and the shock isolation effect is enhanced.

Description

一种抗摇摆隔震装置An anti-sway vibration isolation device

技术领域technical field

本发明涉及隔震支座的技术领域,具体涉及一种抗摇摆隔震装置。The invention relates to the technical field of vibration isolation bearings, in particular to an anti-sway vibration isolation device.

背景技术Background technique

地震具有偶发性,多向性和强度大等特点,对于高价值的重要结构、设施或设备,地震破坏往往是极大的潜在隐患,隔震技术作为现今比较成熟的抵御地震灾害的技术手段,可较好地隔离地震作用。但是现有的竖向隔震装置在使用过程中无法解决由于受保护结构偏心和重心过高导致的摇摆问题,从而导致受保护抗摇摆隔震装置结构在地震作用下出现较大的摇摆,进而导致受保护结构产生扭转振动或倾覆的危险,同时也导致竖向隔震装置的隔震效果减弱。Earthquakes have the characteristics of sporadic, multidirectional and high intensity. For important high-value structures, facilities or equipment, earthquake damage is often a great potential hidden danger. Seismic isolation technology is a relatively mature technical means to resist earthquake disasters. It can better isolate the earthquake action. However, the existing vertical isolation device cannot solve the swaying problem caused by the eccentricity and high center of gravity of the protected structure during use, which leads to a large sway of the protected anti-swinging isolation device structure under the action of earthquake, and then This leads to the danger of torsional vibration or overturning of the protected structure, and also leads to the weakening of the seismic isolation effect of the vertical isolation device.

发明内容SUMMARY OF THE INVENTION

为了解决在地震作用下,现有竖向隔震装置的使用过程中,受保护结构会出现较大摇摆,进而导致受保护结构产生扭转振动或倾覆的危险,同时也导致竖向隔震装置的隔震效果减弱的问题,本发明提出一种抗摇摆隔震装置,包括:中空的内筒、中空的外筒、用于抵紧所述内筒和所述外筒的运动机构和预应力螺栓;In order to solve the problem that under the action of earthquake, the protected structure will sway greatly during the use of the existing vertical vibration isolation device, which will lead to the danger of torsional vibration or overturning of the protected structure, and also lead to the vertical vibration isolation device. To solve the problem of weakening the vibration isolation effect, the present invention proposes an anti-sway vibration isolation device, comprising: a hollow inner cylinder, a hollow outer cylinder, a motion mechanism and prestressed bolts for pressing the inner cylinder and the outer cylinder ;

所述内筒竖直固定设置于地面或非保护结构上;The inner cylinder is vertically fixed on the ground or on a non-protective structure;

所述外筒套设于所述内筒外;the outer cylinder is sleeved outside the inner cylinder;

所述运动机构设置于所述外筒和所述内筒之间;the movement mechanism is arranged between the outer cylinder and the inner cylinder;

所述预应力螺栓水平穿过所述外筒与所述内筒其中一个的侧板与所述运动机构固定连接,并将所述运动机构水平挤压于另一个的侧面上;The prestressed bolt horizontally passes through the side plate of one of the outer cylinder and the inner cylinder and is fixedly connected with the movement mechanism, and the movement mechanism is horizontally pressed on the side surface of the other;

受保护结构安装于所述外筒的外侧面或上表面。The protected structure is mounted on the outer side or upper surface of the outer cylinder.

优选的,所述外筒的上表面高于所述内筒的上表面,所述外筒的下表面高于所述内筒的下表面。Preferably, the upper surface of the outer cylinder is higher than the upper surface of the inner cylinder, and the lower surface of the outer cylinder is higher than the lower surface of the inner cylinder.

优选的,所述运动机构朝向所述预应力螺栓的侧面上开设有卡接凹槽;Preferably, a clamping groove is provided on the side of the movement mechanism facing the prestressed bolt;

所述预应力螺栓朝向运动机构的一端卡接于所述卡接凹槽内。One end of the prestressed bolt facing the moving mechanism is clamped in the clamping groove.

优选的,所述预应力螺栓远离螺栓头的一端设置有倒角;Preferably, one end of the prestressed bolt away from the bolt head is provided with a chamfer;

所述卡接凹槽与所述预应力螺栓设置有倒角的一端相适配。The clamping groove is adapted to the end of the prestressed bolt provided with a chamfer.

优选的,所述运动机构包括滑动结构和/或弹性恢复结构。Preferably, the movement mechanism includes a sliding structure and/or an elastic recovery structure.

优选的,所述弹性恢复结构包括叠层橡胶支座;Preferably, the elastic recovery structure includes a laminated rubber support;

所述预应力螺栓穿过所述内筒或所述外筒卡接于所述叠层橡胶支座上的卡接凹槽内。The prestressed bolt passes through the inner cylinder or the outer cylinder and is clamped in the clamping groove on the laminated rubber support.

优选的,所述叠层橡胶支座包括两个相对设置的连接板;Preferably, the laminated rubber support comprises two oppositely arranged connecting plates;

所述连接板呈板状结构,材质为刚性材质;The connecting plate has a plate-like structure and is made of rigid material;

所述叠层橡胶支座的其中一侧连接板与所述内筒外侧面或所述外筒的内侧面抵紧;One of the connecting plates of the laminated rubber support is abutted against the outer side of the inner cylinder or the inner side of the outer cylinder;

所述卡接凹槽开设于所述叠层橡胶支座的另一侧连接板靠近所述预应力螺栓的侧面上;The clamping groove is opened on the side of the other side connecting plate of the laminated rubber support close to the prestressed bolt;

所述预应力螺栓卡接于所述卡接凹槽内。The prestressed bolt is clamped in the clamping groove.

优选的,所述滑动结构包括低摩擦件和滑动钢板;Preferably, the sliding structure includes a low friction member and a sliding steel plate;

所述滑动钢板为呈板状结构,材质为刚性材质;The sliding steel plate has a plate-like structure and is made of rigid material;

所述外筒、所述滑动钢板、所述低摩擦件和所述内筒处于水平挤压状态。The outer cylinder, the sliding steel plate, the low friction member and the inner cylinder are in a horizontally squeezed state.

优选的,所述滑动钢板设置于靠近所述外筒内侧面一侧;Preferably, the sliding steel plate is arranged on a side close to the inner side surface of the outer cylinder;

所述内筒的外侧面或所述滑动钢板靠近所述内筒的侧面上开设有放置凹槽;A placement groove is provided on the outer side of the inner cylinder or the side of the sliding steel plate close to the inner cylinder;

所述放置凹槽的深度小于所述低摩擦件的厚度;The depth of the placement groove is smaller than the thickness of the low-friction member;

所述低摩擦件卡接于所述放置凹槽内;the low-friction element is clamped in the placement groove;

所述卡接凹槽开设于所述滑动钢板靠近所述外筒内侧面的侧面上;The clamping groove is opened on the side surface of the sliding steel plate close to the inner side surface of the outer cylinder;

所述预应力螺栓穿过所述外筒卡接于所述卡接凹槽内。The prestressed bolt passes through the outer cylinder and is clamped in the clamping groove.

优选的,所述滑动钢板设置于靠近所述内筒外侧面一侧;Preferably, the sliding steel plate is arranged on a side close to the outer side surface of the inner cylinder;

所述外筒的内侧面或所述滑动钢板靠近所述外筒的侧面上开设有放置凹槽;A placement groove is provided on the inner side of the outer cylinder or the side of the sliding steel plate close to the outer cylinder;

所述放置凹槽的深度小于所述低摩擦件的厚度;The depth of the placement groove is smaller than the thickness of the low-friction member;

所述低摩擦件卡接于所述放置凹槽内;the low-friction element is clamped in the placement groove;

所述卡接凹槽开设于所述滑动钢板靠近所述内筒外侧面的侧面上;the clamping groove is opened on the side surface of the sliding steel plate close to the outer side surface of the inner cylinder;

所述预应力螺栓穿过所述内筒卡接于所述卡接凹槽内。The prestressed bolt passes through the inner cylinder and is clamped in the clamping groove.

优选的,所述外筒为多个;Preferably, the outer cylinders are multiple;

多个所述外筒从上至下沿所述内筒的轴线方向排布。A plurality of the outer cylinders are arranged along the axial direction of the inner cylinder from top to bottom.

优选的,多个所述外筒的同侧设置有与所述外筒数量一致的所述运动机构或多个所述外筒同侧共用所述运动机构。Preferably, the same side of a plurality of the outer cylinders is provided with the same number of the movement mechanisms as the number of the outer cylinders, or the same side of the plurality of the outer cylinders share the movement mechanism.

优选的,所述外筒和所述内筒均为刚性材质。Preferably, the outer cylinder and the inner cylinder are both rigid materials.

优选的,还包括与内筒的下端面相配合的固定板;Preferably, it also includes a fixing plate matched with the lower end face of the inner cylinder;

所述固定板为刚性材质;The fixing plate is made of rigid material;

所述内筒的下端通过所述固定板与地面或非保护结构固定连接。The lower end of the inner cylinder is fixedly connected to the ground or a non-protective structure through the fixing plate.

优选的,还包括竖向隔震组件;Preferably, it also includes a vertical vibration isolation assembly;

所述竖向隔震组件呈竖直方向设置;The vertical vibration isolation assembly is arranged in a vertical direction;

所述竖向隔震组件一端固定连接于受保护结构下方,另一端固定连接于地面或非保护结构上。One end of the vertical vibration isolation assembly is fixedly connected under the protected structure, and the other end is fixedly connected to the ground or the non-protected structure.

与现有技术相比,本发明的有益效果为:Compared with the prior art, the beneficial effects of the present invention are:

本发明提供了一种抗摇摆隔震装置,包括:中空的内筒、中空的外筒、用于抵紧所述内筒和所述外筒的运动机构和预应力螺栓;所述内筒竖直固定设置于地面或非保护结构上;所述外筒套设于所述内筒外;所述运动机构设置于所述外筒和所述内筒之间;所述预应力螺栓水平穿过所述外筒与所述内筒其中一个的侧板与所述运动机构固定连接,并将所述运动机构水平挤压于另一个的侧面上;受保护结构安装于所述外筒的外侧面或上表面。本发明提出的抗摇摆隔震装置,外筒和内筒均竖直设置,且预应力螺栓穿过外筒和内筒其中一个的侧板使运动机构抵紧于另一个的侧面上,从而使其在外力作用下,外筒相对于内筒只能作竖直方向的上下运动,进而使受保护结构在外力作用下进行竖直方向的上下运动,避免了受保护结构发生扭转振动或倾覆的问题,增强了隔震效果。The invention provides an anti-sway vibration isolation device, comprising: a hollow inner cylinder, a hollow outer cylinder, a motion mechanism and prestressed bolts for pressing the inner cylinder and the outer cylinder; Straight and fixed on the ground or on a non-protective structure; the outer cylinder is sleeved outside the inner cylinder; the motion mechanism is set between the outer cylinder and the inner cylinder; the prestressed bolts pass through horizontally The side plate of one of the outer cylinder and the inner cylinder is fixedly connected with the motion mechanism, and the motion mechanism is horizontally squeezed on the side of the other; the protected structure is installed on the outer side of the outer cylinder or upper surface. In the anti-sway vibration isolation device proposed by the present invention, both the outer cylinder and the inner cylinder are vertically arranged, and the prestressed bolts pass through the side plate of one of the outer cylinder and the inner cylinder, so that the moving mechanism is pressed against the side of the other, so that the Under the action of external force, the outer cylinder can only move up and down in the vertical direction relative to the inner cylinder, so that the protected structure can move up and down in the vertical direction under the action of external force, avoiding torsional vibration or overturning of the protected structure. problem, and enhance the isolation effect.

附图说明Description of drawings

图1为本发明的抗摇摆隔震装置的运动机构为滑动结构且预应力螺栓设置于外筒上的整体结构示意图;1 is a schematic diagram of the overall structure of the motion mechanism of the anti-sway vibration isolation device of the present invention is a sliding structure and the prestressed bolts are arranged on the outer cylinder;

图2为图1的俯视结构示意图;Fig. 2 is the top view structure schematic diagram of Fig. 1;

图3为图2的剖视结构示意图;Fig. 3 is the sectional structure schematic diagram of Fig. 2;

图4为本发明的抗摇摆隔震装置的运动机构为弹性恢复结构的俯视结构示意图;4 is a schematic top view of the structure of the motion mechanism of the anti-sway vibration isolation device of the present invention as an elastic recovery structure;

图5为图4未安装使用时的剖视结构示意图;Fig. 5 is the sectional structure schematic diagram when Fig. 4 is not installed and used;

图6为图4已安装使用,且发生震动时的剖视结构示意图;FIG. 6 is a schematic cross-sectional view of FIG. 4 when it has been installed and used and vibrates;

图7为竖向隔震组件的整体结构示意图;7 is a schematic diagram of the overall structure of the vertical vibration isolation assembly;

其中:1、内筒;11、固定板;2、外筒;3、预应力螺栓;4、滑动钢板;5、低摩擦件;6、叠层橡胶支座。Among them: 1. Inner cylinder; 11. Fixed plate; 2. Outer cylinder; 3. Prestressed bolt; 4. Sliding steel plate; 5. Low friction part; 6. Laminated rubber bearing.

具体实施方式Detailed ways

本发明公开了一种抗摇摆隔震装置,该装置运用其水平限制、竖向可动的作用机理,控制受保护结构的摇摆转角和位移,从而使其在外力作用下,外筒相对于内筒只能作竖直方向的上下运动,进而使受保护结构在外力作用下进行竖直方向的上下运动,避免了受保护结构发生扭转振动或倾覆的问题,增强了隔震效果。The invention discloses an anti-swing vibration isolation device. The device uses the action mechanism of horizontal restriction and vertical movement to control the swing angle and displacement of a protected structure, so that under the action of external force, the outer cylinder is relatively opposite to the inner cylinder. The cylinder can only move up and down in the vertical direction, so that the protected structure can move up and down in the vertical direction under the action of external force, which avoids the problem of torsional vibration or overturning of the protected structure and enhances the seismic isolation effect.

实施例1Example 1

一种抗摇摆隔震装置包括内筒1、中空的外筒2、运动机构、预应力螺栓3、和固定板11,如图1所示。内筒1和外筒2均呈筒状结构设置,且沿竖直方向设置,固定板11呈板状结构设置,内筒1的下端面与固定板11焊接,固定板11与地面或非保护结构通过螺栓固定连接,外筒2套设于内筒1外,在发生震动或未发生震动时,外筒2的上表面高于内筒1的上表面,外筒2的下表面高于内筒1的下表面。运动机构设置于内筒1和外筒2之间,预应力螺栓3水平穿过外筒2或内筒1的侧板与运动机构固定连接,并将运动机构水平挤压于没有被应力螺栓穿过的内筒或外筒另一个的侧面上,受保护结构安装于外筒2的外侧面或上表面上。An anti-sway vibration isolation device includes an inner cylinder 1, a hollow outer cylinder 2, a movement mechanism, a prestressed bolt 3, and a fixing plate 11, as shown in FIG. 1 . Both the inner cylinder 1 and the outer cylinder 2 are arranged in a cylindrical structure and are arranged in the vertical direction. The fixing plate 11 is arranged in a plate-shaped structure. The structure is fixedly connected by bolts, and the outer cylinder 2 is sleeved outside the inner cylinder 1. When vibration or no vibration occurs, the upper surface of the outer cylinder 2 is higher than the upper surface of the inner cylinder 1, and the lower surface of the outer cylinder 2 is higher than the inner cylinder 1. the lower surface of the barrel 1. The movement mechanism is arranged between the inner cylinder 1 and the outer cylinder 2, the prestressed bolts 3 horizontally pass through the side plate of the outer cylinder 2 or the inner cylinder 1 and are fixedly connected with the movement mechanism, and the movement mechanism is horizontally squeezed so that it is not penetrated by the stress bolts. The protected structure is mounted on the outer side or upper surface of the outer cylinder 2 on the other side of the passing inner cylinder or the outer cylinder.

运动机构与固定连接的外筒2或内筒1构成一体结构,与抵紧的内筒1或外筒2之间存在抵紧力,在摩擦力的作用下抗摇摆隔震装置运动机构与抵紧的内/外筒保持抵紧,不发生形变;当抗摇摆隔震装置受到的外力超过一定限制时,在外力的作用下,受内、外筒结构、放置方向以及抵紧力的作用,运动机构延抵紧的内/外桶的筒壁发生竖向位移。The movement mechanism and the fixedly connected outer cylinder 2 or the inner cylinder 1 form an integral structure, and there is a pressing force between the inner cylinder 1 or the outer cylinder 2 that is in contact with each other. The tight inner/outer cylinder is kept tight and does not deform; when the external force of the anti-swing vibration isolation device exceeds a certain limit, under the action of the external force, it is affected by the structure of the inner and outer cylinders, the placement direction and the pressing force. Vertical displacement occurs when the movement mechanism extends against the cylinder wall of the tight inner/outer barrel.

受保护结构的具体形状及重量不做限制,按照受保护结构的实际需求确定抗摇摆隔震装置的数量,抗摇摆隔震装置可设置于受保护结构的底面的端角位置处,且抗摇摆隔震装置的使用个数不少于两个。受保护结构安装于外筒2的外侧面或上表面,内筒1的下端面与固定板11固定连接,固定板11与地面或非保护结构固定连接。The specific shape and weight of the protected structure are not limited, and the number of anti-swing vibration isolation devices is determined according to the actual needs of the protected structure. The number of seismic isolation devices shall not be less than two. The protected structure is installed on the outer side or upper surface of the outer cylinder 2, and the lower end surface of the inner cylinder 1 is fixedly connected to the fixing plate 11, and the fixing plate 11 is fixedly connected to the ground or the non-protected structure.

本实施例以内筒1和外筒2均为长方体型方筒为例,运动机构包括四组弹性恢复结构,如图4所示,每组弹性恢复结构包括一个叠层橡胶支座6,叠层橡胶支座6包括两个相对设置的连接板,叠层橡胶支座6其中一侧连接板与内筒1的外侧面抵紧,外筒2的各个侧板均开设有螺纹通孔,每个螺纹通孔有一个预应力螺栓3从外筒2的外侧面往内侧螺旋转动安装,直至预应力螺栓3与叠层橡胶支座6的另一侧连接板抵紧。In this embodiment, the inner cylinder 1 and the outer cylinder 2 are both rectangular and square cylinders as an example. The movement mechanism includes four groups of elastic recovery structures. As shown in FIG. 4 , each group of elastic recovery structures includes a laminated rubber support 6. The rubber support 6 includes two oppositely arranged connecting plates, one of the connecting plates of the laminated rubber support 6 is abutted against the outer side of the inner cylinder 1, and each side plate of the outer cylinder 2 is provided with threaded through holes, each of which is provided with threaded through holes. There is a prestressed bolt 3 in the threaded through hole that is screwed and installed from the outer side of the outer cylinder 2 to the inner side until the prestressed bolt 3 is in contact with the other side connecting plate of the laminated rubber support 6 .

叠层橡胶支座6的连接板上的与预应力螺栓3抵接的一面开设有与预应力螺栓3设置有倒角一端相适配的卡接凹槽,预应力螺栓3设置有倒角一端卡接于对应的卡接凹槽内,预应力螺栓3施加设定紧固扭力使叠层橡胶支座6的连接板受到设定预应顶推力,从而使叠层橡胶支座6的另一侧连接板与内筒1的外侧面抵紧。The side of the connecting plate of the laminated rubber support 6 that is in contact with the prestressed bolt 3 is provided with a snap-fit groove that matches the chamfered end of the prestressed bolt 3, and the prestressed bolt 3 is provided with a chamfered end. It is clamped in the corresponding clamping groove, and the prestressed bolt 3 applies the set tightening torque to make the connecting plate of the laminated rubber support 6 receive the set preloaded thrust, so that the other The side connecting plate is in close contact with the outer side surface of the inner cylinder 1 .

预应力螺栓3伸入外筒2内的一端设置有倒角,叠层橡胶支座6的连接板上远离内筒1的一面开设有与预应力螺栓3设置有倒角一端相适配的卡接凹槽,预应力螺栓3设置有倒角一端卡接于对应的卡接凹槽内,预应力螺栓3施加设定紧固扭力使叠层橡胶支座6的连接板受到预设顶推力。One end of the prestressed bolt 3 that protrudes into the outer cylinder 2 is provided with a chamfer, and the side of the connecting plate of the laminated rubber support 6 away from the inner cylinder 1 is provided with a clamp that matches the chamfered end of the prestressed bolt 3. The prestressed bolt 3 is provided with a chamfered end and is clamped in the corresponding clamping groove, and the prestressed bolt 3 applies a set tightening torque so that the connecting plate of the laminated rubber support 6 is subjected to a preset thrust force.

四组叠层橡胶支座6的连接板均被预应力螺栓3以外筒2作为反力点向内筒方向顶推,外筒2、叠层橡胶支座6和内筒1在水平方向处于相互挤压状态。在工作过程中,受保护结构对抗摇摆隔震装置提供的压力不仅小于叠层橡胶支座6的最大侧向支撑力,还小于叠层橡胶支座6与内筒1的外侧面之间的摩擦力时,外筒2和叠层橡胶支座6上朝向外筒2一端的连接板、叠层橡胶支座6上朝向内筒1一端的连接板和内筒1分别相对静止,从而外筒2只能相对内筒1沿着竖直方向上下运动。The connecting plates of the four groups of laminated rubber supports 6 are all pushed by the outer cylinder 2 as a reaction force point in the direction of the inner cylinder by the prestressed bolts 3, and the outer cylinder 2, the laminated rubber support 6 and the inner cylinder 1 are in a horizontal direction. pressure state. During the working process, the pressure provided by the protected structure against the rocking isolation device is not only less than the maximum lateral support force of the laminated rubber support 6, but also less than the friction between the laminated rubber support 6 and the outer side of the inner cylinder 1 When the force is applied, the connecting plate of the outer cylinder 2 and the laminated rubber support 6 facing the outer cylinder 2, the connecting plate of the laminated rubber support 6 facing the inner cylinder 1 and the inner cylinder 1 are relatively stationary respectively, so that the outer cylinder 2 It can only move up and down relative to the inner cylinder 1 along the vertical direction.

安装好的叠层橡胶支座6在自由状态是斜向支座,即叠层橡胶支座6朝向预应力螺栓3的侧面比与另一侧侧面高,如图5所示。The installed laminated rubber support 6 is an inclined support in the free state, that is, the side of the laminated rubber support 6 facing the prestressed bolt 3 is higher than the other side, as shown in FIG. 5 .

本实施例中受保护结构以电表箱为例,电表箱对抗摇摆隔震装置提供的压力不仅小于叠层橡胶支座6的最大侧向支撑力,还小于叠层橡胶支座6与内筒1的外侧面之间的摩擦力。当电表箱与外筒2连接完成时,在电表箱的自重作用下,外筒2逐渐向下移动,同时拉动叠层橡胶支座6变形,当叠层橡胶支座6提供侧向支撑力与电表箱提供的重力等大时,外筒2停止向下移动,叠层橡胶支座6也停止变形,如图6所示。In this embodiment, the protected structure takes the electric meter box as an example. The pressure provided by the electric meter box against the rocking vibration isolation device is not only smaller than the maximum lateral support force of the laminated rubber support 6 , but also smaller than that of the laminated rubber support 6 and the inner cylinder 1 . friction between the outer sides. When the connection between the electric meter box and the outer cylinder 2 is completed, under the action of the self-weight of the electric meter box, the outer cylinder 2 gradually moves downward, and at the same time pulls the laminated rubber support 6 to deform. When the laminated rubber support 6 provides a lateral support force and When the gravity provided by the meter box is equal, the outer cylinder 2 stops moving downward, and the laminated rubber support 6 also stops deforming, as shown in FIG. 6 .

实施例2Example 2

运动机构为叠层橡胶支座6时,还可以从内筒1的内侧面向外侧面穿设螺栓,使螺栓与叠层橡胶支座6的靠近内筒1一侧的连接板螺纹连接,从而使叠层橡胶支座6不会与内筒1发生相对滑动。When the moving mechanism is the laminated rubber support 6, bolts can also be inserted from the inner side of the inner cylinder 1 to the outer side, so that the bolts are threadedly connected with the connecting plate of the laminated rubber support 6 on the side close to the inner cylinder 1, so that the The laminated rubber support 6 does not slide relative to the inner cylinder 1 .

内筒1的各个侧板均开设有通孔,每个通孔均有一个螺栓从内筒1的内侧面往外侧安装,直至螺栓与叠层橡胶支座6朝向内筒1一侧的连接板螺纹连接。Each side plate of the inner cylinder 1 is provided with through holes, and each through hole has a bolt installed from the inner side of the inner cylinder 1 to the outer side until the bolt and the laminated rubber support 6 face the connecting plate on the side of the inner cylinder 1. Threaded connection.

实施例3Example 3

当受保护结构对抗摇摆隔震装置提供的压力大于叠层橡胶支座6的最大侧向支撑力,或者大于叠层橡胶支座6与内筒1的外侧面之间的摩擦力时,受保护结构下安装有竖向隔震组件。When the pressure provided by the protected structure against the rocking vibration isolation device is greater than the maximum lateral support force of the laminated rubber support 6, or is greater than the friction force between the laminated rubber support 6 and the outer side of the inner cylinder 1, the protected structure is protected. Vertical vibration isolation components are installed under the structure.

竖向隔震组件的结构和个数不做限制,可以提供竖向恢复力,使发生震动及震动结束后,受保护结构可以恢复到正常使用状态即可。本实施例以竖向隔震组件包括依次固定连接的上部连接结构、钢弹簧和下部连接结构为例,如图7所示。上部连接结构与下部连接结构均采用刚性材质,且呈板状结构设置,钢弹簧设置为六个,且两端分别与上部连接结构和下部连接结构焊接。竖向隔震组件竖直方向放置,上部连接结构通过螺栓与受保护结构固定连接,下部连接结构通过螺栓与地面或非保护结构固定连接,竖向隔震组件竖直方向放置,用于在发生震动时,为受保护结构提供向上的恢复力。The structure and number of vertical vibration isolation components are not limited, and can provide vertical restoring force, so that the protected structure can be restored to the normal use state after the vibration occurs and after the vibration is over. In this embodiment, the vertical vibration isolation assembly includes an upper connecting structure, a steel spring and a lower connecting structure that are fixedly connected in sequence, as shown in FIG. 7 . Both the upper connecting structure and the lower connecting structure are made of rigid materials and are arranged in a plate-like structure. Six steel springs are arranged, and the two ends are respectively welded with the upper connecting structure and the lower connecting structure. The vertical isolation components are placed vertically, the upper connecting structure is fixedly connected to the protected structure through bolts, and the lower connecting structure is fixedly connected to the ground or non-protected structure through bolts. Provides an upward restoring force to the protected structure during shock.

实施例4Example 4

运动机构除了可以设置为弹性恢复结构外,还可以设置为滑动结构。In addition to the elastic recovery structure, the movement mechanism can also be set to a sliding structure.

本实施例以内筒1为长方体型柱体、外筒2为长方体型方筒为例,运动机构包括四组滑动结构,如图2和图3所示,每组滑动结构包括滑动钢板4和低摩擦件5,低摩擦件5具有低摩擦系数,且呈方形薄垫结构设置,滑动钢板4呈板状结构设置,材质采用刚性材质,用于将预应力螺栓3对滑动钢板4的预设顶推力转换为面载荷,均匀作用于低摩擦件5上。四个滑动钢板4分别安装于内筒1的四个外侧面和外筒2的四个内侧面之间,低摩擦件5设置于滑动钢板4和内筒1外侧面之间,滑动钢板4朝向内筒1一侧开设有放置凹槽,放置凹槽的深度小于低摩擦件5的厚度,低摩擦件5的其中一侧嵌入并通过涂抹胶水固定于滑动钢板4的放置凹槽内,且另一侧与内筒1外侧面抵紧;此时,滑动钢板4朝向外筒2内侧面一侧与外筒2的内侧面之间存在一定间隙,外筒2的各个侧板均开设有螺纹通孔,每个螺纹通孔均有一个预应力螺栓3从外筒2的外侧面往内侧螺旋转动安装,直至预应力螺栓3与滑动钢板4固定连接。In this embodiment, the inner cylinder 1 is a rectangular parallelepiped cylinder and the outer cylinder 2 is a rectangular parallelepiped square cylinder. The friction part 5 and the low friction part 5 have a low friction coefficient and are arranged in a square thin pad structure. The thrust is converted into a surface load, which acts uniformly on the low-friction element 5 . The four sliding steel plates 4 are respectively installed between the four outer sides of the inner cylinder 1 and the four inner sides of the outer cylinder 2, and the low-friction element 5 is arranged between the sliding steel plates 4 and the outer sides of the inner cylinder 1, and the sliding steel plates 4 face One side of the inner cylinder 1 is provided with a placement groove, the depth of the placement groove is less than the thickness of the low-friction part 5, one side of the low-friction part 5 is embedded and fixed in the placement groove of the sliding steel plate 4 by applying glue, and the other is One side is in close contact with the outer side of the inner cylinder 1; at this time, there is a certain gap between the side of the sliding steel plate 4 facing the inner side of the outer cylinder 2 and the inner side of the outer cylinder 2, and each side plate of the outer cylinder 2 is provided with threaded holes. Each threaded through hole has a prestressed bolt 3 screwed and installed from the outer side of the outer cylinder 2 to the inner side until the prestressed bolt 3 is fixedly connected with the sliding steel plate 4 .

预应力螺栓3伸入外筒2内的一端设置有倒角,滑动钢板4远离低摩擦件5的一面开设有与预应力螺栓3设置有倒角一端相适配的卡接凹槽,预应力螺栓3设置有倒角一端卡接于对应的卡接凹槽内,预应力螺栓3施加设定紧固扭力使滑动钢板4受到预设顶推力。One end of the prestressed bolt 3 extending into the outer cylinder 2 is provided with a chamfer, and the side of the sliding steel plate 4 away from the low-friction member 5 is provided with a clamping groove that is adapted to the chamfered end of the prestressed bolt 3. The bolt 3 is provided with a chamfered end and is clamped in the corresponding clamping groove, and the prestressed bolt 3 applies a set tightening torque so that the sliding steel plate 4 is subjected to a preset thrust force.

四组运动机构的滑动钢板4均被预应力螺栓3以外筒2作为反力点向内筒方向顶推,外筒2、滑动钢板4、低摩擦件5和内筒1在水平方向处于相互挤压状态,在工作过程中,外筒2、滑动钢板4和低摩擦件5相对静止,滑动钢板4和低摩擦件5只能相对内筒1沿着竖直方向上下运动,从而外筒2只能相对内筒1沿着竖直方向上下运动。The sliding steel plates 4 of the four sets of motion mechanisms are all pushed by the outer cylinder 2 as a reaction force point toward the inner cylinder by the prestressed bolts 3, and the outer cylinder 2, the sliding steel plate 4, the low-friction member 5 and the inner cylinder 1 are in a horizontal direction. In the working process, the outer cylinder 2, the sliding steel plate 4 and the low-friction part 5 are relatively static, and the sliding steel plate 4 and the low-friction part 5 can only move up and down relative to the inner cylinder 1 along the vertical direction, so that the outer cylinder 2 can only The relative inner cylinder 1 moves up and down along the vertical direction.

本实施例的受保护结构以电气柜为例,电气柜下需要安装抗摇摆隔震装置时,其组装过程为:The protected structure in this embodiment takes an electrical cabinet as an example. When an anti-sway vibration isolation device needs to be installed under the electrical cabinet, the assembly process is as follows:

将内筒1的下端面与固定板11焊接,固定板11与地面或非保护结构通过螺栓固定连接;Weld the lower end face of the inner cylinder 1 with the fixing plate 11, and the fixing plate 11 and the ground or non-protective structure are fixedly connected by bolts;

将外筒2套设于内筒1的外侧,在外筒2和内筒1的四个间隙之间分别放入滑动钢板4和低摩擦件5,并将低摩擦件5放入滑动钢板4和内筒1之间;The outer cylinder 2 is sleeved on the outside of the inner cylinder 1, the sliding steel plate 4 and the low-friction member 5 are respectively placed between the four gaps of the outer cylinder 2 and the inner cylinder 1, and the low-friction member 5 is put into the sliding steel plate 4 and the low-friction member 5 respectively. Between inner cylinder 1;

将预应力螺栓3螺纹连接于外筒2上的螺纹通孔,并将预应力螺栓3卡接于滑动钢板4的卡接凹槽内,使低摩擦件5与内筒1的外侧面抵紧;Thread the prestressed bolts 3 to the threaded through holes on the outer cylinder 2, and clamp the prestressed bolts 3 into the clamping grooves of the sliding steel plate 4, so that the low-friction parts 5 are in close contact with the outer side of the inner cylinder 1. ;

将六个钢弹簧按照3*2排列,并将其两端分别与上部连接结构和下部连接结构焊接;Arrange the six steel springs according to 3*2, and weld their two ends with the upper connection structure and the lower connection structure respectively;

此时完成了一个抗摇摆隔震装置的组装,将多个按上述方法组装好的抗摇摆隔震装置分别固定安装于电气柜的下侧端角位置处的底壁和侧壁上。At this point, the assembly of an anti-swing vibration isolation device is completed, and a plurality of anti-sway vibration isolation devices assembled according to the above method are respectively fixed and installed on the bottom wall and the side wall at the lower end corner of the electrical cabinet.

实施例5Example 5

低摩擦件5除了可以安装于滑动钢板4上外,还可以安装于内筒1上。The low-friction member 5 can be mounted on the inner cylinder 1 in addition to the sliding steel plate 4 .

当低摩擦件5安装于内筒1上时,需要在内筒1的外侧面上开设放置凹槽,放置凹槽的深度小于低摩擦件5的厚度,低摩擦件5朝向内筒1的一侧卡接于放置凹槽内,发生震动时,滑动钢板4与低摩擦件5相对滑动。When the low-friction part 5 is installed on the inner cylinder 1 , a placement groove needs to be opened on the outer surface of the inner cylinder 1 , the depth of the placement groove is less than the thickness of the low-friction part 5 , and the low-friction part 5 faces one side of the inner cylinder 1 . The side is clamped in the placement groove, and when vibration occurs, the sliding steel plate 4 and the low-friction member 5 slide relative to each other.

实施例6Example 6

低摩擦件5除了可以安装于滑动钢板4与内筒1之间外,还可以安装于滑动钢板4与外筒2之间。The low-friction member 5 can be installed between the sliding steel plate 4 and the inner cylinder 1 as well as between the sliding steel plate 4 and the outer cylinder 2 .

当低摩擦件5安装于滑动钢板4与外筒2之间时,内筒1呈筒状结构设置,本实施例以内筒1为长方体型方筒为例。四个滑动钢板4分别放置于内筒1的四个外侧面和外筒2的四个内侧面之间,低摩擦件5设置于滑动钢板4和外筒2内侧面之间,滑动钢板4朝向外筒2一侧开设有放置凹槽,放置凹槽的深度小于低摩擦件5的厚度,低摩擦件5的其中一侧嵌入并通过涂抹胶水固定于滑动钢板4的放置凹槽内,且另一面与外筒2内侧面抵紧;此时,滑动钢板4朝向内筒1外侧面一侧与内筒1的外侧面之间存在一定间隙,内筒1的各个侧板均开设有螺纹通孔,每个螺纹通孔均有一个预应力螺栓3从内筒1的内侧面往外侧螺旋转动安装,直至预应力螺栓3与滑动钢板4固定连接。When the low-friction member 5 is installed between the sliding steel plate 4 and the outer cylinder 2, the inner cylinder 1 is arranged in a cylindrical structure. In this embodiment, the inner cylinder 1 is a rectangular parallelepiped square cylinder as an example. The four sliding steel plates 4 are respectively placed between the four outer sides of the inner cylinder 1 and the four inner sides of the outer cylinder 2, and the low-friction element 5 is arranged between the sliding steel plates 4 and the inner sides of the outer cylinder 2, and the sliding steel plates 4 face One side of the outer cylinder 2 is provided with a placement groove, the depth of the placement groove is less than the thickness of the low-friction part 5, one side of the low-friction part 5 is embedded and fixed in the placement groove of the sliding steel plate 4 by applying glue, and the other is One side is in close contact with the inner side of the outer cylinder 2; at this time, there is a certain gap between the side of the sliding steel plate 4 facing the outer side of the inner cylinder 1 and the outer side of the inner cylinder 1, and each side plate of the inner cylinder 1 is provided with threaded through holes , each threaded through hole has a prestressed bolt 3 that is screwed and installed from the inner side of the inner cylinder 1 to the outside until the prestressed bolt 3 is fixedly connected with the sliding steel plate 4 .

实施例7Example 7

低摩擦件5除了可以安装于滑动钢板4上和安装于内筒1上外,还可以安装于外筒2上。The low friction member 5 can be installed on the outer cylinder 2 in addition to the sliding steel plate 4 and the inner cylinder 1 .

当低摩擦件5安装于外筒2上时,需要在外筒2的内侧面上开设放置凹槽,放置凹槽的深度小于低摩擦件5的厚度,低摩擦件5朝向外筒2的一侧卡接于放置凹槽内,发生震动时,滑动钢板4与低摩擦件5相对滑动。When the low-friction member 5 is installed on the outer cylinder 2, a placement groove needs to be opened on the inner side of the outer cylinder 2, the depth of the placement groove is less than the thickness of the low-friction member 5, and the low-friction member 5 faces the side of the outer cylinder 2 The sliding steel plate 4 and the low-friction member 5 slide relative to each other when they are clamped in the placement groove.

实施例8Example 8

运动机构除了可以设置为滑动结构或弹性恢复结构外,还可以设置为滑动结构和弹性恢复结构。In addition to the sliding structure or the elastic recovery structure, the movement mechanism can also be configured as a sliding structure and an elastic recovery structure.

当运动机构设置为滑动结构和弹性恢复结构时,运动机构有四组,其中两组为滑动结构,包括滑动钢板4和低摩擦件5,另外两组为弹性恢复结构,包括叠层橡胶支座6,滑动结构和弹性恢复结构各自对称安装。When the motion mechanism is set to a sliding structure and an elastic recovery structure, there are four groups of motion mechanisms, of which two groups are sliding structures, including sliding steel plates 4 and low-friction parts 5, and the other two groups are elastic recovery structures, including laminated rubber bearings 6. The sliding structure and the elastic recovery structure are installed symmetrically.

实施例9Example 9

本发明公开了一种抗摇摆隔震装置,还可以设置为:内筒1外套设有两节外筒2,两节外筒2沿内筒的轴线方向从上至下依次套设于内筒1的外侧,两节外筒2之间设置有间隙,位于下侧的外筒2靠近固定板11,且位于下侧的外筒2与固定板11之间设置有间隔,间隔高度满足在发生震动时,受保护结构在竖直方向上的位移大小。每节外筒2与内筒1之间均设置四组运动机构,运动机构均采用叠层橡胶支座6并配设有对应的预应力螺栓3,两节外筒2均与受保护结构固定连接。The invention discloses an anti-sway vibration isolation device, which can also be arranged as follows: an inner cylinder 1 is sleeved with two outer cylinders 2, and the two outer cylinders 2 are sequentially sleeved on the inner cylinder along the axis direction of the inner cylinder from top to bottom. On the outside of 1, there is a gap between the two outer cylinders 2, the outer cylinder 2 on the lower side is close to the fixing plate 11, and there is a gap between the outer cylinder 2 on the lower side and the fixing plate 11, and the interval height satisfies the occurrence of The displacement of the protected structure in the vertical direction during vibration. Four sets of motion mechanisms are arranged between the outer cylinder 2 and the inner cylinder 1 of each section. The motion mechanisms are all made of laminated rubber supports 6 and are equipped with corresponding prestressed bolts 3. The two outer cylinders 2 are fixed to the protected structure. connect.

本实施例的受保护结构以一间房屋为例。抗摇摆隔震装置设置为四组,房屋的四个端角位置处均与每组抗摇摆隔震装置的两节外筒2的外侧面固定连接。The protected structure of this embodiment takes a house as an example. The anti-swing vibration isolation devices are arranged in four groups, and the four end corner positions of the house are fixedly connected to the outer sides of the two outer cylinders 2 of each group of anti-sway vibration isolation devices.

实施例10Example 10

两节外筒2之间可以设置间隙,也可以不设置间隙。A gap may or may not be set between the two outer cylinders 2 .

当两节外筒2之间不设置间隙时,两节外筒2组成一个长外筒,两节外筒2的设置便于长外筒的安装,两节外筒2均于受保护结构固定连接。两节外筒2和内筒1之间共设置有四个运动机构,运动机构均采用滑动钢板4和低摩擦件5,并配设有相应的预应力螺栓3。When there is no gap between the two outer cylinders 2, the two outer cylinders 2 form a long outer cylinder. The arrangement of the two outer cylinders 2 facilitates the installation of the long outer cylinder, and the two outer cylinders 2 are fixedly connected to the protected structure. . A total of four motion mechanisms are arranged between the two sections of the outer cylinder 2 and the inner cylinder 1 , and the motion mechanisms are all made of sliding steel plates 4 and low-friction parts 5 , and are equipped with corresponding prestressed bolts 3 .

以上仅为本发明的实施例而已,并不用于限制本发明,凡在本发明的精神和原则之内,所做的任何修改、等同替换、改进等,均包含在申请待批的本发明的权利要求范围之内。The above are only examples of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention are included in the application for pending approval of the present invention. within the scope of the claims.

Claims (6)

1. An anti-sway seismic isolation apparatus comprising: the device comprises a hollow inner cylinder (1), a hollow outer cylinder (2), a motion mechanism for tightly abutting against the inner cylinder and the outer cylinder, and a prestressed bolt (3);
the inner cylinder (1) is vertically and fixedly arranged on the ground or a non-protection structure;
the outer cylinder (2) is sleeved outside the inner cylinder (1);
the movement mechanism is arranged between the outer cylinder (2) and the inner cylinder (1);
the prestressed bolt (3) horizontally penetrates through a side plate of one of the outer cylinder (2) and the inner cylinder (1) to be fixedly connected with the movement mechanism, and horizontally extrudes the movement mechanism on the side surface of the other movement mechanism;
the protected structure is arranged on the outer side surface or the upper surface of the outer cylinder (2);
the upper surface of the outer cylinder (2) is higher than the upper surface of the inner cylinder (1), and the lower surface of the outer cylinder (2) is higher than the lower surface of the inner cylinder (1);
a clamping groove is formed in the side face, facing the prestressed bolt (3), of the moving mechanism;
one end, facing the movement mechanism, of the prestressed bolt (3) is clamped in the clamping groove;
a chamfer is arranged at one end, far away from the bolt head, of the prestressed bolt (3);
the clamping groove is matched with one end of the prestressed bolt (3) provided with a chamfer;
the movement mechanism comprises a sliding structure;
the sliding structure comprises a low-friction piece (5) and a sliding steel plate (4);
the sliding steel plate (4) is of a plate-shaped structure and is made of rigid material;
the outer cylinder (2), the sliding steel plate (4), the low-friction piece (5) and the inner cylinder (1) are in a horizontal extrusion state;
the sliding steel plate (4) is arranged on one side close to the inner side surface of the outer cylinder (2);
a placing groove is formed in the outer side surface of the inner cylinder (1) or the side surface of the sliding steel plate (4) close to the inner cylinder (1);
the clamping groove is formed in the side face, close to the inner side face of the outer barrel (2), of the sliding steel plate (4);
the prestressed bolt (3) penetrates through the outer barrel (2) and is clamped in the clamping groove;
the sliding steel plate (4) is arranged on one side close to the outer side surface of the inner cylinder (1);
a placing groove is formed in the inner side surface of the outer cylinder (2) or the side surface of the sliding steel plate (4) close to the outer cylinder (2);
the clamping groove is formed in the side face, close to the outer side face of the inner cylinder (1), of the sliding steel plate (4);
the prestressed bolt (3) penetrates through the inner cylinder (1) and is clamped in the clamping groove.
2. An anti-sway seismic isolation device as claimed in claim 1 wherein said outer tub (2) is plural;
a plurality of the outer cylinders (2) are arranged along the axial direction of the inner cylinder (1) from top to bottom.
3. The anti-sway seismic isolation device as claimed in claim 2, characterized in that said motion mechanisms are provided on the same side of a plurality of said outer cylinders (2) in the same number as said outer cylinders (2) or said motion mechanisms are shared on the same side of a plurality of said outer cylinders (2).
4. The anti-sway seismic isolation device of claim 1, wherein said outer cylinder (2) and said inner cylinder (1) are both of a rigid material.
5. The anti-sway vibration isolation device of claim 1 further comprising a fixing plate (11) fitted to the lower end face of the inner cylinder (1);
the fixing plate (11) is made of rigid materials;
the lower end of the inner cylinder (1) is fixedly connected with the ground or a non-protection structure through the fixing plate (11).
6. The anti-sway seismic isolation device of claim 1 further comprising a vertical seismic isolation assembly;
the vertical shock insulation assembly is arranged in the vertical direction;
vertical shock insulation subassembly one end fixed connection is in protected structure below, and the other end fixed connection is on ground or non-protection architecture.
CN202110749599.9A 2021-07-02 2021-07-02 Anti-swing shock isolation device Active CN113417380B (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109750765A (en) * 2019-02-26 2019-05-14 北京市建筑设计研究院有限公司 A kind of tension self-shield laminated rubber damping bearing construction and its construction method
WO2020011037A1 (en) * 2018-07-13 2020-01-16 陆科 Friction shock-isolation device opened promptly when being shaken and struck
CN112032248A (en) * 2020-08-04 2020-12-04 上海大学 An integral self-attached anti-sway vertical three-dimensional seismic isolation system
CN112178113A (en) * 2020-08-25 2021-01-05 中国电力科学研究院有限公司 Vertical earthquake isolation system with anti-swing function

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020011037A1 (en) * 2018-07-13 2020-01-16 陆科 Friction shock-isolation device opened promptly when being shaken and struck
CN109750765A (en) * 2019-02-26 2019-05-14 北京市建筑设计研究院有限公司 A kind of tension self-shield laminated rubber damping bearing construction and its construction method
CN112032248A (en) * 2020-08-04 2020-12-04 上海大学 An integral self-attached anti-sway vertical three-dimensional seismic isolation system
CN112178113A (en) * 2020-08-25 2021-01-05 中国电力科学研究院有限公司 Vertical earthquake isolation system with anti-swing function

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