WO2022027974A1 - Overall self-attaching anti-rocking vertical three-dimensional vibration isolation system - Google Patents

Overall self-attaching anti-rocking vertical three-dimensional vibration isolation system Download PDF

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Publication number
WO2022027974A1
WO2022027974A1 PCT/CN2021/081698 CN2021081698W WO2022027974A1 WO 2022027974 A1 WO2022027974 A1 WO 2022027974A1 CN 2021081698 W CN2021081698 W CN 2021081698W WO 2022027974 A1 WO2022027974 A1 WO 2022027974A1
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Prior art keywords
vertical
vertical supports
fixedly connected
plate
isolation system
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PCT/CN2021/081698
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French (fr)
Chinese (zh)
Inventor
陈睦锋
刘文光
许浩
何文福
张强
杨巧荣
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上海大学
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Priority to JP2023503411A priority Critical patent/JP2023534062A/en
Publication of WO2022027974A1 publication Critical patent/WO2022027974A1/en

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    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • F16F15/08—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with rubber springs ; with springs made of rubber and metal
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, 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
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
    • F16M7/00—Details of attaching or adjusting engine beds, frames, or supporting-legs on foundation or base; Attaching non-moving engine parts, e.g. cylinder blocks

Definitions

  • the invention relates to the technical field of seismic isolation, in particular to an integral self-adhering anti-sway vertical three-dimensional seismic isolation system.
  • Foundation isolation technology is an effective isolation technology used to ensure the safety of major structures.
  • the widely used seismic isolation technology is a safe and effective method to protect building structures and non-structural systems, most of the seismic isolation technologies do not have the function of isolating vertical ground motions.
  • the three-dimensional seismic isolation structure used in engineering mainly adopts a single isolation support using the above system. It does not have the functions of overall anti-sway and other functions.
  • the three-dimensional isolation structure currently used will cause the problem of rocking in actual use.
  • the technical problem to be solved by the present invention is: to provide an integral self-attached anti-sway vertical three-dimensional seismic isolation system to solve one or more technical problems existing in the prior art, at least to provide a beneficial choice or create conditions .
  • an integral self-adhering anti-sway vertical three-dimensional seismic isolation system comprising an upper cover plate, a vertical support and a connecting piece, and the vertical support is arranged on the upper cover plate.
  • the vertical supports are provided with several, and the vertical supports are distributed in a rectangular array;
  • the vertical supports include a lower base, an upper cylinder, a first laminated rubber support, and a connecting column and a plurality of second laminated rubber supports, the two ends of the first laminated rubber supports are respectively fixedly connected to the upper cover plate and the upper cylinder, the connecting posts are fixedly connected to the lower base, and the connecting posts are provided with
  • a single vertical support can have better mechanical properties of a single unit, when buildings or large equipment vibrate, the overall mechanical properties often need to be considered, and the horizontal and vertical forces of the system will be different.
  • the force in the direction and the force in the vertical direction will be coupled, which will cause the seismic isolation system to sway.
  • the seismic isolation system needs to have a large anti-sway stiffness to avoid buildings or large equipment or the corresponding anti-seismic system. damage.
  • the array distribution of multiple vertical supports and the arrangement of connectors can provide three-dimensional vibration isolation for the upper cover plate.
  • the use of multiple vertical supports to connect can significantly improve the resistance of the overall system.
  • the relative position of each vertical support is fixed by the connecting piece, so that a plurality of vertical supports constitute a vibration isolation system, which can effectively enhance the anti-sway performance of the connecting frame and the upper cover.
  • the connecting piece is a connecting plate, a plurality of through holes are opened on the connecting plate, the through holes correspond to the vertical supports one by one, and the upper cylinder passes through the through holes and Fixed connection with connecting plate.
  • the connecting member includes a first connecting beam, a plurality of the connecting member is provided, and the connecting member is disposed between two adjacent vertical supports, and the first connecting beam Both ends of the beam are respectively fixedly connected with the upper cylinders located at different vertical supports.
  • the connecting member further includes a second connecting beam, the second connecting beam and the first connecting beam are arranged parallel to each other, and the two ends of the second connecting beam are respectively located in different vertical directions.
  • the upper cylinder of the support is fixedly connected.
  • the anti-seismic rocking system further includes several secondary connecting beams, the several secondary connecting beams are distributed in a linear array, and two ends of the secondary connecting beams are respectively fixedly connected to the two first connecting beams.
  • the upper end of the first connecting beam is provided with a beam plate
  • the beam plate is provided with a number of through holes
  • the through holes correspond to the vertical supports one by one
  • the invention is used in the technical field of seismic isolation.
  • Embodiment 1 is a cross-sectional structural schematic diagram of Embodiment 1 of the present invention.
  • FIG. 2 is a schematic cross-sectional structural diagram of the vertical support according to the embodiment of the present invention after removing the first laminated rubber support;
  • Embodiment 2 of the present invention is a schematic cross-sectional structure diagram of Embodiment 2 of the present invention.
  • Embodiment 4 is a schematic diagram of the overall structure of Embodiment 3 of the present invention after removing the upper cover;
  • Embodiment 4 of the present invention is a schematic diagram of the overall structure of Embodiment 4 of the present invention after removing the upper cover;
  • FIG. 6 is a schematic cross-sectional structure diagram of Embodiment 5 of the present invention.
  • 100 upper cover plate; 200, vertical support; 210, lower base; 220, upper cylinder; 230, first laminated rubber support; 240, connecting column; 250, second laminated rubber 310, connecting plate; 320, first connecting beam; 330, second connecting beam; 340, secondary connecting beam; 350, beam plate.
  • an integral self-attaching anti-sway vertical three-dimensional vibration isolation system includes an upper cover plate 100, a vertical support 200 and a connecting piece, and the vertical support 200 is arranged below the upper cover plate 100;
  • Several vertical supports 200 are provided, and the plurality of vertical supports 200 are distributed in a rectangular array;
  • the vertical supports 200 include a lower base 210, an upper cylinder 220, a first laminated rubber support 230, a connecting column 240 and There are four second laminated rubber supports 250. Two ends of the first laminated rubber supports 230 are respectively fixedly connected to the upper cover plate 100 and the upper cylinder 220.
  • the upper cylinder 220 is a rectangular cylindrical structure with an upper end closed.
  • the column 240 is fixedly connected with the lower base 210 , the connecting column 240 is arranged in the upper cylinder 220 and slides in the upper cylinder 220 , two ends of the four second laminated rubber supports 250 are respectively connected with the upper cylinder 220 .
  • the inner side wall and the side wall of the connecting column 240 are fixedly connected; the upper cylinders 220 of the adjacent vertical supports 200 are fixedly connected by connecting pieces.
  • the connecting piece is configured as a connecting plate 310 , a plurality of through holes are opened on the connecting plate 310 , the through holes correspond to the vertical supports 200 one-to-one, and the upper cylinder 220 of the vertical supports 200 passes through the through holes and is fixed to the connecting plate 310 connect.
  • Embodiment 2 is a diagrammatic representation of Embodiment 1:
  • the connecting member of this embodiment is a first connecting beam 320
  • the first connecting beam 320 is arranged between two adjacent vertical supports 200
  • the first connecting beam Both ends of the 320 are respectively fixedly connected to the upper cylinders 220 located on the two vertical supports 200 .
  • the connector of this embodiment includes a first connecting beam 320 and a second connecting beam 330 , the first connecting beam 320 and the second connecting beam 330 are arranged in parallel with each other, and the first connecting beam 320 and the second connecting beam 330 are arranged in parallel with each other. Both ends of the beam 320 are respectively fixedly connected to the upper cylinder 220 of the adjacent vertical supports 200 , and both ends of the second connecting beam 330 are respectively fixedly connected to the upper cylinder 220 of the adjacent vertical supports 200 .
  • Embodiment 4 is a diagrammatic representation of Embodiment 4:
  • the connecting member of this embodiment is a first connecting beam 320 , and both ends of the first connecting beam 320 are respectively fixed to the upper cylinder 220 of the adjacent vertical support 200 .
  • the novel integral anti-seismic rocking system of this embodiment also includes secondary connecting beams 340 , which are distributed in a linear array.
  • Embodiment 5 is a diagrammatic representation of Embodiment 5:
  • the connecting member of this embodiment is a first connecting beam 320 , and both ends of the first connecting beam 320 are respectively fixed to the upper cylinder 220 of the adjacent vertical support 200 .
  • the novel integral anti-seismic rocking system of this embodiment also includes secondary connecting beams 340 , which are distributed in a linear array.
  • a beam plate 350 is further disposed above the first connecting beam 320 , and the beam plate 350 is fixedly connected with the secondary connecting beam 340 and the first connecting beam 320 .
  • the beam plate 350 is provided with a number of through holes, the through holes correspond to the vertical supports 200 one-to-one, the upper cylinder 220 passes through the through holes of the beam plate 350, and the lower surface of the beam plate 350 is respectively connected to the secondary connection beam 340 and the first The connecting beam 320 is fixedly connected.

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Abstract

An overall self-attaching anti-rocking vertical three-dimensional vibration isolation system, comprising an upper cover plate (100), vertical supports (210), and a connection member, the vertical supports (210) being arranged below the upper cover plate (100); a plurality of vertical supports (210) are provided, and a plurality of vertical supports (210) are arranged in a rectangular array distribution; and adjacent vertical supports (210) are fixedly connected by means of the connection member; the rectangular array distribution of multiple vertical supports (210) and the arrangement of the connection member can effectively strengthen anti-rocking performance of the overall vibration isolation system as well as a connection framework.

Description

一种整体自附抗摇摆竖向三维隔震***An integral self-attached anti-sway vertical three-dimensional seismic isolation system 技术领域technical field
本发明涉及隔震技术领域，特别是一种整体自附抗摇摆竖向三维隔震***。The invention relates to the technical field of seismic isolation, in particular to an integral self-adhering anti-sway vertical three-dimensional seismic isolation system.
背景技术Background technique
基础隔震技术是一种为保障重大结构的安全所使用的有效的隔震技术。虽然已大量应用的隔震技术是保护建筑结构与非结构***安全有效的方法，但是大多数隔震技术都不具备隔离竖向地震动的功能。从根本上确保建筑结构在发生三维强震时的整体结构安全，还需要进一步提出建筑结构的三向地震对策，目前应用于工程上的三维隔震结构主要是采用单个采用上述体系的隔震支座进行组装，并不具有整体抗摇摆等功能，目前所使用的三维隔震结构在实际使用中会产生摇摆的问题。Foundation isolation technology is an effective isolation technology used to ensure the safety of major structures. Although the widely used seismic isolation technology is a safe and effective method to protect building structures and non-structural systems, most of the seismic isolation technologies do not have the function of isolating vertical ground motions. To fundamentally ensure the overall structural safety of the building structure in the event of a three-dimensional strong earthquake, it is necessary to further propose three-dimensional earthquake countermeasures for the building structure. At present, the three-dimensional seismic isolation structure used in engineering mainly adopts a single isolation support using the above system. It does not have the functions of overall anti-sway and other functions. The three-dimensional isolation structure currently used will cause the problem of rocking in actual use.
发明内容SUMMARY OF THE INVENTION
本发明要解决的技术问题是：提供一种整体自附抗摇摆竖向三维隔震***，以解决现有技术中所存在的一个或多个技术问题，至少提供一种有益的选择或创造条件。The technical problem to be solved by the present invention is: to provide an integral self-attached anti-sway vertical three-dimensional seismic isolation system to solve one or more technical problems existing in the prior art, at least to provide a beneficial choice or create conditions .
本发明解决其技术问题的解决方案是：一种整体自附抗摇摆竖向三维隔震***，包括上盖板、竖向支座以及连接件，所述竖向支座设置于上盖板的下方；所述竖向支座设置有若干个，若干个所述竖向支座矩形阵列分布；所述竖向支座包括下基座、上筒体、第一叠层橡胶 支座、连接柱以及若干第二叠层橡胶支座，所述第一叠层橡胶支座的两端分别与上盖板以及上筒体固定连接，所述连接柱与下基座固定连接，所述连接柱设置于上筒体内并且与上筒体之间具有相对空间，若干所述第二叠层橡胶支座的两端分别与上筒体的内侧壁以及连接柱的侧壁固定连接；相邻的所述竖向支座的上筒体通过连接件固定连接。The solution of the present invention to solve the technical problem is: an integral self-adhering anti-sway vertical three-dimensional seismic isolation system, comprising an upper cover plate, a vertical support and a connecting piece, and the vertical support is arranged on the upper cover plate. Below; the vertical supports are provided with several, and the vertical supports are distributed in a rectangular array; the vertical supports include a lower base, an upper cylinder, a first laminated rubber support, and a connecting column and a plurality of second laminated rubber supports, the two ends of the first laminated rubber supports are respectively fixedly connected to the upper cover plate and the upper cylinder, the connecting posts are fixedly connected to the lower base, and the connecting posts are provided with There is a relative space in and between the upper cylinder and the upper cylinder, and the two ends of several second laminated rubber supports are respectively fixedly connected with the inner side wall of the upper cylinder and the side wall of the connecting column; the adjacent said The upper cylinder of the vertical support is fixedly connected by a connecting piece.
通过上述方案，由于单个竖向支座可具有较好的单体力学性能，但在建筑或者大型器械震动时，往往需考虑整体力学性能，***的水平和竖向会受到不同的作用力，水平方向的作用力和竖直方向的作用力会产生耦合，从而导致隔震***发生摇摆，当发生摇摆时，需要隔震***具有较大的抗摇摆刚度以避免建筑或者大型器械或对应的抗震***损坏。多个竖向支座的阵列分布以及连接件的设置能为上盖板提供三维的隔震，相较于使用单个竖向支座，使用多个竖向支座相连能明显提高整体***的抗摇摆性能，并且通过连接件对各个竖向支座之间的相对位置进行固定，使多个竖向支座构成隔震***，能有效的增强连接框架以及上盖板的抗摇摆性能。Through the above scheme, since a single vertical support can have better mechanical properties of a single unit, when buildings or large equipment vibrate, the overall mechanical properties often need to be considered, and the horizontal and vertical forces of the system will be different. The force in the direction and the force in the vertical direction will be coupled, which will cause the seismic isolation system to sway. When rocking occurs, the seismic isolation system needs to have a large anti-sway stiffness to avoid buildings or large equipment or the corresponding anti-seismic system. damage. The array distribution of multiple vertical supports and the arrangement of connectors can provide three-dimensional vibration isolation for the upper cover plate. Compared with using a single vertical support, the use of multiple vertical supports to connect can significantly improve the resistance of the overall system. The relative position of each vertical support is fixed by the connecting piece, so that a plurality of vertical supports constitute a vibration isolation system, which can effectively enhance the anti-sway performance of the connecting frame and the upper cover.
作为上述技术方案的进一步改进，所述连接件为连接板，所述连接板上开设有若干通孔，所述通孔与竖向支座一一对应，所述上筒体穿过通孔并且与连接板固定连接。As a further improvement of the above technical solution, the connecting piece is a connecting plate, a plurality of through holes are opened on the connecting plate, the through holes correspond to the vertical supports one by one, and the upper cylinder passes through the through holes and Fixed connection with connecting plate.
作为上述技术方案的进一步改进，所述连接件包括第一连接梁，所述连接件设置有若干个，所述连接件设置于相邻的两个竖向支座之间，所述第一连接梁的两端分别与位于不同的竖向支座的上筒体固定连接。As a further improvement of the above technical solution, the connecting member includes a first connecting beam, a plurality of the connecting member is provided, and the connecting member is disposed between two adjacent vertical supports, and the first connecting beam Both ends of the beam are respectively fixedly connected with the upper cylinders located at different vertical supports.
作为上述技术方案的进一步改进，所述连接件还包括第二连接梁，所述第二连接梁与第一连接梁相互平行设置，所述第二连接梁的两端分别与位于不同的竖向支座的上筒体固定连接。As a further improvement of the above technical solution, the connecting member further includes a second connecting beam, the second connecting beam and the first connecting beam are arranged parallel to each other, and the two ends of the second connecting beam are respectively located in different vertical directions. The upper cylinder of the support is fixedly connected.
作为上述技术方案的进一步改进，所述抗震摇摆***还包括若干次连接梁，若干次连接梁直线阵列分布，所述次连接梁的两端分别与两个第一连接梁固定连接。As a further improvement of the above technical solution, the anti-seismic rocking system further includes several secondary connecting beams, the several secondary connecting beams are distributed in a linear array, and two ends of the secondary connecting beams are respectively fixedly connected to the two first connecting beams.
作为上述技术方案的进一步改进，所述第一连接梁的上端设置有梁板，所述梁板上开设有若干通孔，所述通孔与竖向支座一一对应，所述上筒体穿过梁板的通孔，所述梁板的下表面分别与次连接梁以及第一连接梁固定连接。As a further improvement of the above technical solution, the upper end of the first connecting beam is provided with a beam plate, the beam plate is provided with a number of through holes, the through holes correspond to the vertical supports one by one, and the upper cylinder Passing through the through holes of the beam plates, the lower surfaces of the beam plates are respectively fixedly connected with the secondary connecting beam and the first connecting beam.
本发明用于隔震技术领域。The invention is used in the technical field of seismic isolation.
附图说明Description of drawings
为了更清楚地说明本发明实施例中的技术方案，下面将对实施例描述中所需要使用的附图作简单说明。显然，所描述的附图只是本发明的一部分实施例，而不是全部实施例，本领域的技术人员在不付出创造性劳动的前提下，还可以根据这些附图获得其他设计方案和附图。In order to illustrate the technical solutions in the embodiments of the present invention more clearly, the following briefly describes the accompanying drawings that are used in the description of the embodiments. Obviously, the described drawings are only a part of the embodiments of the present invention, but not all of the embodiments, and those skilled in the art can also obtain other design solutions and drawings according to these drawings without creative work.
图1是本发明实施例一的剖视结构示意图；1 is a cross-sectional structural schematic diagram of Embodiment 1 of the present invention;
图2是本发明实施例的竖向支座去掉第一叠层橡胶支座后的剖视结构示意图；2 is a schematic cross-sectional structural diagram of the vertical support according to the embodiment of the present invention after removing the first laminated rubber support;
图3是本发明实施例二的剖视结构示意图；3 is a schematic cross-sectional structure diagram of Embodiment 2 of the present invention;
图4是本发明实施例三去掉上盖板后的整体结构示意图；4 is a schematic diagram of the overall structure of Embodiment 3 of the present invention after removing the upper cover;
图5是本发明实施例四去掉上盖板后的整体结构示意图；5 is a schematic diagram of the overall structure of Embodiment 4 of the present invention after removing the upper cover;
图6是本发明实施例五的剖视结构示意图；。FIG. 6 is a schematic cross-sectional structure diagram of Embodiment 5 of the present invention;
图中，100、上盖板；200、竖向支座；210、下基座；220、上筒体；230、第一叠层橡胶支座；240、连接柱；250、第二叠层橡胶支座；310、连接板；320、第一连接梁；330、第二连接梁；340、次连接梁；350、梁板。In the figure, 100, upper cover plate; 200, vertical support; 210, lower base; 220, upper cylinder; 230, first laminated rubber support; 240, connecting column; 250, second laminated rubber 310, connecting plate; 320, first connecting beam; 330, second connecting beam; 340, secondary connecting beam; 350, beam plate.
具体实施方式detailed description
以下将结合实施例和附图对本发明的构思、具体结构及产生的技术效果进行清楚、完整地描述，以充分地理解本发明的目的、特征和效果。显然，所描述的实施例只是本发明的一部分实施例，而不是全部实施例，基于本发明的实施例，本领域的技术人员在不付出创造性劳动的前提下所获得的其他实施例，均属于本发明保护的范围。另外，文中所提到的所有联接/连接关系，并非单指构件直接相接，而是指可根据具体实施情况，通过添加或减少联接辅件，来组成更优的联接结构。本发明创造中的各个技术特征，在不互相矛盾冲突的前提下可以交互组合。The concept, specific structure and technical effects of the present invention will be clearly and completely described below with reference to the embodiments and accompanying drawings, so as to fully understand the purpose, characteristics and effects of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, other embodiments obtained by those skilled in the art without creative efforts are all within the scope of The scope of protection of the present invention. In addition, all the coupling/connection relationships mentioned in the text do not mean that the components are directly connected, but refer to a better coupling structure by adding or reducing coupling accessories according to specific implementation conditions. Various technical features in the present invention can be combined interactively on the premise of not contradicting each other.
实施例一：Example 1:
参照图1和图2，一种整体自附抗摇摆竖向三维隔震***，包括上盖板100、竖向支座200以及连接件，竖向支座200设置于上盖板100的下方；竖向支座200设置有若干个，若干个竖向支座200矩形阵列分布；竖向支座200包括下基座210、上筒体220、第一叠层橡胶支座230、连接柱240以及四个第二叠层橡胶支座250，第一叠层橡胶支座230的两端分别与上盖板100以及上筒体220固定连接，上 筒体220为上端封闭的矩形筒状结构，连接柱240与下基座210固定连接，连接柱240设置于上筒体220内并且在上筒体220内滑移，四个第二叠层橡胶支座250的两端分别与上筒体220的内侧壁以及连接柱240的侧壁固定连接；相邻的竖向支座200的上筒体220通过连接件固定连接。1 and 2, an integral self-attaching anti-sway vertical three-dimensional vibration isolation system includes an upper cover plate 100, a vertical support 200 and a connecting piece, and the vertical support 200 is arranged below the upper cover plate 100; Several vertical supports 200 are provided, and the plurality of vertical supports 200 are distributed in a rectangular array; the vertical supports 200 include a lower base 210, an upper cylinder 220, a first laminated rubber support 230, a connecting column 240 and There are four second laminated rubber supports 250. Two ends of the first laminated rubber supports 230 are respectively fixedly connected to the upper cover plate 100 and the upper cylinder 220. The upper cylinder 220 is a rectangular cylindrical structure with an upper end closed. The column 240 is fixedly connected with the lower base 210 , the connecting column 240 is arranged in the upper cylinder 220 and slides in the upper cylinder 220 , two ends of the four second laminated rubber supports 250 are respectively connected with the upper cylinder 220 . The inner side wall and the side wall of the connecting column 240 are fixedly connected; the upper cylinders 220 of the adjacent vertical supports 200 are fixedly connected by connecting pieces.
连接件设置为连接板310，连接板310上开设有若干通孔，通孔与竖向支座200一一对应，竖向支座200的上筒体220穿过通孔并且与连接板310固定连接。The connecting piece is configured as a connecting plate 310 , a plurality of through holes are opened on the connecting plate 310 , the through holes correspond to the vertical supports 200 one-to-one, and the upper cylinder 220 of the vertical supports 200 passes through the through holes and is fixed to the connecting plate 310 connect.
实施例二：Embodiment 2:
参照图3，与在前实施例不同的是，本实施例的连接件为第一连接梁320，第一连接梁320设置于相邻的两个竖向支座200之间，第一连接梁320的两端分别与位于两个竖向支座200的上筒体220固定连接。Referring to FIG. 3 , different from the previous embodiment, the connecting member of this embodiment is a first connecting beam 320 , the first connecting beam 320 is arranged between two adjacent vertical supports 200 , and the first connecting beam Both ends of the 320 are respectively fixedly connected to the upper cylinders 220 located on the two vertical supports 200 .
实施例三：Embodiment three:
参照图4，与在前实施例不同的是，本实施例的连接件包括第一连接梁320和第二连接梁330，第一连接梁320和第二连接梁330相互平行设置，第一连接梁320的两端分别与相邻的竖向支座200的上筒体220固定连接，第二连接梁330的两端分别与相邻的竖向支座200的上筒体220固定连接。4 , different from the previous embodiment, the connector of this embodiment includes a first connecting beam 320 and a second connecting beam 330 , the first connecting beam 320 and the second connecting beam 330 are arranged in parallel with each other, and the first connecting beam 320 and the second connecting beam 330 are arranged in parallel with each other. Both ends of the beam 320 are respectively fixedly connected to the upper cylinder 220 of the adjacent vertical supports 200 , and both ends of the second connecting beam 330 are respectively fixedly connected to the upper cylinder 220 of the adjacent vertical supports 200 .
实施例四：Embodiment 4:
参照图5，与在前实施例不同的是，本实施例的连接件为第一连接梁320，第一连接梁320的两端分别与相邻的竖向支座200的上筒 体220固定连接，本实施例的新型整体式抗震摇摆***还包括次连接梁340，次连接梁340直线阵列分布，次连接梁340的两端分别与其中两个相对的第一连接梁320固定连接。Referring to FIG. 5 , different from the previous embodiment, the connecting member of this embodiment is a first connecting beam 320 , and both ends of the first connecting beam 320 are respectively fixed to the upper cylinder 220 of the adjacent vertical support 200 . For connection, the novel integral anti-seismic rocking system of this embodiment also includes secondary connecting beams 340 , which are distributed in a linear array.
实施例五：Embodiment 5:
参照图6，与在前实施例不同的是，本实施例的连接件为第一连接梁320，第一连接梁320的两端分别与相邻的竖向支座200的上筒体220固定连接，本实施例的新型整体式抗震摇摆***还包括次连接梁340，次连接梁340直线阵列分布，次连接梁340的两端分别与其中两个相对的第一连接梁320固定连接。第一连接梁320的上方还设置有梁板350，梁板350与次连接梁340以及第一连接梁320固定连接。梁板350上开设有若干通孔，通孔与竖向支座200一一对应，上筒体220穿过梁板350的通孔，梁板350的下表面分别与次连接梁340以及第一连接梁320固定连接。Referring to FIG. 6 , different from the previous embodiment, the connecting member of this embodiment is a first connecting beam 320 , and both ends of the first connecting beam 320 are respectively fixed to the upper cylinder 220 of the adjacent vertical support 200 . For connection, the novel integral anti-seismic rocking system of this embodiment also includes secondary connecting beams 340 , which are distributed in a linear array. A beam plate 350 is further disposed above the first connecting beam 320 , and the beam plate 350 is fixedly connected with the secondary connecting beam 340 and the first connecting beam 320 . The beam plate 350 is provided with a number of through holes, the through holes correspond to the vertical supports 200 one-to-one, the upper cylinder 220 passes through the through holes of the beam plate 350, and the lower surface of the beam plate 350 is respectively connected to the secondary connection beam 340 and the first The connecting beam 320 is fixedly connected.
以上对本发明的较佳实施方式进行了具体说明，但本发明创造并不限于所述实施例，熟悉本领域的技术人员在不违背本发明精神的前提下还可作出种种的等同变型或替换，这些等同的变型或替换均包含在本申请权利要求所限定的范围内。The preferred embodiments of the present invention have been specifically described above, but the present invention is not limited to the embodiments, and those skilled in the art can also make various equivalent modifications or substitutions without departing from the spirit of the present invention, These equivalent modifications or substitutions are all included within the scope defined by the claims of the present application.

Claims (6)

  1. 一种整体自附抗摇摆竖向三维隔震***，其特征在于：包括上盖板(100)、竖向支座(200)以及连接件，所述竖向支座(200)设置于上盖板(100)的下方；所述竖向支座(200)设置有若干个，若干个所述竖向支座(200)矩形阵列分布；所述竖向支座(200)包括下基座(210)、上筒体(220)、第一叠层橡胶支座(230)、连接柱(240)以及若干第二叠层橡胶支座(250)，所述第一叠层橡胶支座(230)的两端分别与上盖板(100)以及上筒体(220)固定连接，所述连接柱(240)与下基座(210)固定连接，所述连接柱(240)设置于上筒体(220)内并且与上筒体(220)之间具有相对空间，若干所述第二叠层橡胶支座(250)的两端分别与上筒体(220)的内侧壁以及连接柱(240)的侧壁固定连接；相邻的所述竖向支座(200)的上筒体(220)通过连接件固定连接。An integral self-attaching anti-sway vertical three-dimensional vibration isolation system, characterized in that it comprises an upper cover plate (100), a vertical support (200) and a connecting piece, wherein the vertical support (200) is arranged on the upper cover Below the plate (100); a plurality of the vertical supports (200) are provided, and the plurality of the vertical supports (200) are distributed in a rectangular array; the vertical supports (200) include a lower base ( 210), an upper cylinder (220), a first laminated rubber support (230), a connecting column (240) and a plurality of second laminated rubber supports (250), the first laminated rubber support (230) ) are respectively fixedly connected with the upper cover plate (100) and the upper cylinder (220), the connecting column (240) is fixedly connected with the lower base (210), and the connecting column (240) is arranged on the upper cylinder There is a relative space in the body (220) and between the upper cylinder (220), the two ends of the plurality of second laminated rubber supports (250) are respectively connected with the inner side wall of the upper cylinder (220) and the connecting column ( 240) are fixedly connected; the upper cylinders (220) of the adjacent vertical supports (200) are fixedly connected by connecting pieces.
  2. 根据权利要求1所述的一种整体自附抗摇摆竖向三维隔震***，其特征在于：所述连接件为连接板(310)，所述连接板(310)上开设有若干通孔，所述通孔与竖向支座(200)一一对应，所述上筒体(220)穿过通孔并且与连接板(310)固定连接。An integral self-adhering anti-sway vertical three-dimensional seismic isolation system according to claim 1, characterized in that: the connecting member is a connecting plate (310), and the connecting plate (310) is provided with a plurality of through holes, The through holes are in one-to-one correspondence with the vertical supports (200), and the upper cylinder (220) passes through the through holes and is fixedly connected to the connecting plate (310).
  3. 根据权利要求1所述的一种整体自附抗摇摆竖向三维隔震***，其特征在于：所述连接件包括第一连接梁(320)，所述连接件设置有若干个，所述连接件设置于相邻的两个竖向支座(200)之间，所述第一连接梁(320)的两端分别与位于不同的竖向支座(200)的上筒体(220)固定连接。The integral self-attaching anti-sway vertical three-dimensional seismic isolation system according to claim 1, characterized in that: the connecting member comprises a first connecting beam (320), and the connecting member is provided with several The parts are arranged between two adjacent vertical supports (200), and the two ends of the first connecting beam (320) are respectively fixed to the upper cylinders (220) located in different vertical supports (200). connect.
  4. 根据权利要求3所述的一种整体自附抗摇摆竖向三维隔震***，其特征在于：所述连接件还包括第二连接梁(330)，所述第二连接梁(330)与第一连接梁(320)相互平行设置，所述第二连接梁(330)的两端分别与位于不同的竖向支座(200)的上筒体(220)固定连接。The integral self-attaching anti-sway vertical three-dimensional seismic isolation system according to claim 3, characterized in that: the connecting member further comprises a second connecting beam (330), and the second connecting beam (330) is connected to the first connecting beam (330). A connecting beam (320) is arranged parallel to each other, and both ends of the second connecting beam (330) are respectively fixedly connected to the upper cylinders (220) located at different vertical supports (200).
  5. 根据权利要求3所述的一种整体自附抗摇摆竖向三维隔震***，其特征在于：所述抗震摇摆***还包括若干次连接梁(340)，若干次连接梁(340)直线阵列分布，所述次连接梁(340)的两端分别与两个第一连接梁(320)固定连接。An integral self-attaching anti-sway vertical three-dimensional seismic isolation system according to claim 3, characterized in that: the anti-seismic and sway system further comprises several connecting beams (340), and the several connecting beams (340) are distributed in a linear array , the two ends of the secondary connecting beam (340) are respectively fixedly connected with the two first connecting beams (320).
  6. 根据权利要求5所述的一种整体自附抗摇摆竖向三维隔震***，其特征在于：所述第一连接梁(320)的上端设置有梁板(350)，所述梁板(350)上开设有若干通孔，所述通孔与竖向支座(200)一一对应，所述上筒体(220)穿过梁板(350)的通孔，所述梁板(350)的下表面分别与次连接梁(340)以及第一连接梁(320)固定连接。The integral self-attaching anti-sway vertical three-dimensional seismic isolation system according to claim 5, wherein the upper end of the first connecting beam (320) is provided with a beam plate (350), and the beam plate (350) ) is provided with a plurality of through holes, the through holes correspond to the vertical supports (200) one-to-one, the upper cylinder (220) passes through the through holes of the beam plate (350), and the beam plate (350) The lower surfaces of the sub-connecting beams (340) and the first connecting beams (320) are respectively fixedly connected.
PCT/CN2021/081698 2020-08-04 2021-03-19 Overall self-attaching anti-rocking vertical three-dimensional vibration isolation system WO2022027974A1 (en)

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