CN116220211A - A three-way self-resetting energy-dissipating shock-isolation bearing - Google Patents
A three-way self-resetting energy-dissipating shock-isolation bearing Download PDFInfo
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- E—FIXED CONSTRUCTIONS
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- 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
- E04B1/36—Bearings or like supports allowing movement
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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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- 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
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- 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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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Abstract
本发明涉及一种三向自复位耗能隔震支座,第一底板的顶部连接有第二底板,第二底板的两侧均设置有三根第一导管,位于两侧边的两根第一导管上均连接有第一复位弹簧,第二底板的顶部连接有第三底板,所述第三底板的两端均设置有两根第二导管,每根第二导管上均连接有第二复位弹簧,第三底板的顶部面上开设有用于连接传动装置的第三沟槽,传动装置的中部设置有竖向支撑装置,竖向支撑装置的顶部连接有顶板;本发明将两个水平及一个竖向地震分量进行解耦,三个方向各自兼顾耗能隔震,通过传动连杆将竖向位移进行一定程度的放大,极大增加了竖向耗能能力,震后若为部分零件损坏,可单独进行更替,无需更换整个支座,降低支出的同时秉持了绿色发展理念。
The invention relates to a three-way self-resetting energy-dissipating shock-isolation bearing. The top of the first base plate is connected with a second base plate. Three first conduits are arranged on both sides of the second base plate. The conduits are connected with first return springs, the top of the second bottom plate is connected with a third bottom plate, two second conduits are arranged at both ends of the third bottom plate, and each second conduit is connected with a second reset spring. spring, the top surface of the third bottom plate is provided with a third groove for connecting the transmission device, the middle part of the transmission device is provided with a vertical support device, and the top of the vertical support device is connected with a top plate; the present invention combines two horizontal and one The vertical seismic component is decoupled, and the three directions take into account energy consumption and isolation. The vertical displacement is amplified to a certain extent through the transmission connecting rod, which greatly increases the vertical energy dissipation capacity. If some parts are damaged after the earthquake, It can be replaced separately without replacing the entire support, which reduces expenditure while adhering to the concept of green development.
Description
技术领域technical field
本发明涉及一种三向自复位耗能隔震支座,应用在建筑隔震支座技术领域。The invention relates to a three-way self-resetting energy-dissipating shock-isolation support, which is applied in the technical field of building shock-isolation supports.
背景技术Background technique
公知的,目前,现代隔震技术在土木工程各领域得到了大规模的应用,相对于抗震,隔震结构以其优良的减震效果、安全性、耐久性、经济性、实用性,得到了业界广泛认可,在以往的隔震设计中,大多没考虑到竖向地震波对建筑结构的影响。地震波对建筑结构的影响有两个方向的水平地震分量、一个竖向地震分量及三个转动地震分量,对于结构的安全,竖向地震分量往往是不能忽略的。随着消能减震技术的日益成熟,越来越多的消能减震理念也不断地出现在人们的视野。但是,竖向隔震支座的研究仍然主要集中在传统的碟形弹簧上,研究的空间和范围普遍较小,在实际工程上的应用更少。As we all know, at present, modern seismic isolation technology has been widely used in various fields of civil engineering. Compared with earthquake resistance, seismic isolation structures have gained a lot of attention due to their excellent shock absorption effect, safety, durability, economy and practicability. It is widely recognized in the industry that most of the previous seismic isolation designs did not take into account the impact of vertical seismic waves on building structures. The impact of seismic waves on building structures has two directions of horizontal seismic components, one vertical seismic component and three rotational seismic components. For the safety of structures, vertical seismic components are often not negligible. With the maturity of energy dissipation and shock absorption technology, more and more energy dissipation and shock absorption concepts are constantly appearing in people's field of vision. However, the research on vertical shock-isolation bearings is still mainly concentrated on the traditional disc spring, the research space and scope are generally small, and the application in actual engineering is even less.
传统的橡胶隔震支座存在变形能力差、自复位能力弱的缺点,在强震下容易出现较大塑性形变,导致工程结构倾覆破坏;此外自复位能力弱也会使得隔震支座的使用寿命降低。且在地震过后,隔震支座遭到破坏,整体更换费用太大,因此,震后修复无疑非常重要。Traditional rubber isolation bearings have the disadvantages of poor deformation ability and weak self-resetting ability, and are prone to large plastic deformation under strong earthquakes, resulting in overturning and damage to engineering structures; in addition, weak self-resetting ability will also make the use of seismic isolation bearings Reduced lifespan. And after the earthquake, the seismic isolation support was damaged, and the overall replacement cost was too high. Therefore, post-earthquake repair is undoubtedly very important.
有公告号为CN210032111U的实用新型专利公开了一种具有抗拉功能的隔震橡胶支座装置,包括上导轨系统、下导轨系统、上隔震橡胶支座、下隔震橡胶支座,上导轨系统、下导轨系统分别与上隔震橡胶支座、下隔震橡胶支座相互解耦、互不牵连,此外上导轨系统和下导轨系统通过其上设置的导轨和滑块能相互垂直的滑动,既能保证上隔震橡胶支座和下隔震橡胶支座发生任意的水平运动,有效减轻隔震结构的地震作用,同时还能提供较大的抗拉强度,防止结构因上隔震橡胶支座或下隔震橡胶支座被拉坏而提供一定的安全储备。虽然这种隔震支座考虑了竖向隔震,但是没有考虑多向水平地震作用的影响,此外该支座缺乏自复位能力,震后不易修复。A utility model patent with the notification number CN210032111U discloses a shock-isolation rubber bearing device with a tensile function, including an upper rail system, a lower rail system, an upper vibration-isolation rubber bearing, a lower vibration-isolation rubber bearing, and an upper guide rail. The system and the lower rail system are decoupled from the upper vibration-isolation rubber bearing and the lower vibration-isolation rubber bearing respectively, and are not involved in each other. In addition, the upper rail system and the lower rail system can slide vertically through the guide rails and sliders set on them. , which can not only ensure the arbitrary horizontal movement of the upper isolation rubber bearing and the lower isolation rubber bearing, effectively reduce the seismic effect of the isolation structure, but also provide greater tensile strength to prevent the structure from being damaged by the upper isolation rubber The support or the lower shock-absorbing rubber support is pulled out to provide a certain safety reserve. Although this kind of seismic isolation support considers vertical seismic isolation, it does not consider the influence of multi-directional horizontal earthquake action. In addition, the support lacks self-resetting ability and is not easy to repair after the earthquake.
因此,如何提供一种多方向、高效耗能、隔震效果显著且绿色经济的消能减震构件,是本领域技术人员亟需解决的问题。Therefore, how to provide a multi-directional energy-dissipating and shock-absorbing member with high energy consumption efficiency, remarkable shock isolation effect, and green economy is an urgent problem to be solved by those skilled in the art.
发明内容Contents of the invention
为了解决上述技术问题,本发明提供一种三向自复位耗能隔震支座,通过三个地震方向的耗能隔震、震后自复位,相较于多数支座的两向隔震耗能更加安全,极大减少震后建筑物的变形。In order to solve the above-mentioned technical problems, the present invention provides a three-way self-resetting energy-dissipating shock-isolation bearing, through energy-dissipating shock-isolation in three earthquake directions and self-resetting after an earthquake, compared with the two-way shock-isolation of most supports It can be safer and greatly reduce the deformation of buildings after earthquakes.
本发明的技术方案如下:Technical scheme of the present invention is as follows:
一种三向自复位耗能隔震支座,包括第一底板,第一底板的顶部连接有第二底板,所述第二底板的两侧均设置有三根第一导管,位于两侧边的两根第一导管上均连接有第一复位弹簧,每根第一导管的内端均与第二底板的侧壁连接,每根第一导管的外端均与第一挡块连接,所述第一挡块的底部与第一底板焊接,两个第一挡块呈对称结构设置在第二底板的两侧;所述第二底板的顶部连接有第三底板,所述第三底板的两端均设置有两根第二导管,每根第二导管上均连接有第二复位弹簧,每根第二导管的内端均与第三底板的端头连接,每根第二导管的外端均与第二挡块连接,所述第二挡块的底部与第三底板焊接,两个第二挡块呈对称结构设置在第三底板的两端;所述第三底板的顶部面上开设有用于连接传动装置的第三沟槽,传动装置的中部设置有竖向支撑装置,竖向支撑装置的顶部连接有顶板。A three-way self-resetting energy-dissipating shock-isolation bearing, comprising a first base plate, a second base plate is connected to the top of the first base plate, three first conduits are arranged on both sides of the second base plate, and the The first return springs are connected to the two first conduits, the inner end of each first conduit is connected to the side wall of the second bottom plate, and the outer end of each first conduit is connected to the first stopper. The bottom of the first stopper is welded to the first bottom plate, and the two first stoppers are symmetrically arranged on both sides of the second bottom plate; the top of the second bottom plate is connected with a third bottom plate, and the two sides of the third bottom plate Each end is provided with two second conduits, each second conduit is connected with a second return spring, the inner end of each second conduit is connected with the end of the third bottom plate, and the outer end of each second conduit Both are connected to the second stopper, the bottom of the second stopper is welded to the third bottom plate, and the two second stoppers are symmetrically arranged on both ends of the third bottom plate; There is a third groove for connecting the transmission device, the middle part of the transmission device is provided with a vertical support device, and the top of the vertical support device is connected with a top plate.
所述竖向支撑装置包括柱杆,柱杆底部连接有竖向弹簧,竖向弹簧的底部连接有圆板,柱杆的外部套接有竖向圆筒,竖向圆筒的底部与圆板焊接,竖向圆筒和柱杆上分别开设有用于连接插接杆的滑槽和预留孔;所述柱杆的外壁面上焊接有两根支撑杆,两组竖向支撑装置之间通过横杆进行固定;所述竖向圆筒外侧壁的底部均匀分布有若干挡板,挡板为直角三角形结构,挡板将竖向圆筒稳定固定在第三底板的顶部面上。The vertical support device includes a pole, a vertical spring is connected to the bottom of the pole, a circular plate is connected to the bottom of the vertical spring, a vertical cylinder is sleeved on the outside of the pole, and the bottom of the vertical cylinder is connected to the circular plate. Welding, the vertical cylinder and the pole are respectively provided with a chute and a reserved hole for connecting the plug-in rod; two support rods are welded on the outer wall of the pole, and the two sets of vertical support devices pass through The horizontal bar is fixed; the bottom of the outer wall of the vertical cylinder is evenly distributed with a number of baffles, the baffles are in a right triangle structure, and the baffles stably fix the vertical cylinder on the top surface of the third bottom plate.
所述传动装置包括横向圆筒,所述横向圆筒有四个,每个横向圆筒对应一个第三沟槽,横向圆筒与第三底板的顶部面焊接,所述横向圆筒内部连接有套杆,套杆外部螺纹连接有若干圆环,套杆的另一端连接有滑块,滑块与第三沟槽滑动连接,滑块的另一侧连接有导轨,导轨外部套设有第三复位弹簧,第三复位弹簧的一端与滑块固定连接,第三复位弹簧的另一端与导轨固定连接,导轨的内端头与第三底板固定连接。The transmission device includes four transverse cylinders, each of which corresponds to a third groove, and the transverse cylinder is welded to the top surface of the third bottom plate, and the transverse cylinder is internally connected with There are several rings connected to the outer thread of the sleeve rod, the other end of the sleeve rod is connected with a slider, the slider is slidably connected with the third groove, the other side of the slider is connected with a guide rail, and the outside of the guide rail is provided with a third As for the return spring, one end of the third return spring is fixedly connected with the slide block, the other end of the third return spring is fixedly connected with the guide rail, and the inner end of the guide rail is fixedly connected with the third bottom plate.
所述滑块的顶部面上设置有第一连杆,第一连杆的右端设置有第二连杆,第二连杆的中部固定有第三连杆,第三连杆的右端设置有第四连杆。The top surface of the slider is provided with a first connecting rod, the right end of the first connecting rod is provided with a second connecting rod, the middle part of the second connecting rod is fixed with a third connecting rod, and the right end of the third connecting rod is provided with a second connecting rod. four-bar linkage.
所述第一连杆的两端分别与滑块和第二连杆转动连接,第二连杆的右端与导轨的内端头转动连接,第三连杆的右端与第四连杆转动连接,第四连杆的右端与插接杆转动连接。The two ends of the first connecting rod are rotatably connected with the slider and the second connecting rod respectively, the right end of the second connecting rod is rotatably connected with the inner end of the guide rail, the right end of the third connecting rod is rotatably connected with the fourth connecting rod, The right end of the fourth connecting rod is rotatably connected with the insertion rod.
所述第一底板的顶部面上开设有两条对称的第一沟槽,第一沟槽为T型槽,第一沟槽的一端为贯通开口结构,第二底板的底部通过设置与第一沟槽适配的槽板与第一底板连接,第一沟槽的贯通端分别通过密封块和盖板进行密封和封闭。Two symmetrical first grooves are opened on the top surface of the first bottom plate, the first grooves are T-shaped grooves, one end of the first groove is a through opening structure, and the bottom of the second bottom plate is connected with the first The groove plate to which the groove fits is connected to the first bottom plate, and the through ends of the first groove are respectively sealed and closed by the sealing block and the cover plate.
所述第二底板的顶部面上开设有两条对称的第二沟槽,第二沟槽的一端为贯通开口结构,第二底板左侧的三根第一导管与其右侧的三根第一导管对称设置,每根第一导管的内端均通过第二底板侧壁开设的预留孔洞与第二底板插接,第二沟槽的贯通端通过设置T型块进行封闭。Two symmetrical second grooves are opened on the top surface of the second bottom plate, one end of the second groove is a through opening structure, and the three first conduits on the left side of the second bottom plate are symmetrical to the three first conduits on the right side. The inner end of each first conduit is inserted into the second bottom plate through the reserved hole opened on the side wall of the second bottom plate, and the through end of the second groove is closed by setting a T-shaped block.
所述第二沟槽与第一沟槽呈垂直结构设置。The second groove and the first groove are vertically arranged.
所述第三底板前端的两根第二导管与其后端的两根第二导管对称设置,每根第二导管的内端均通过第三底板端头开设的预留孔与第三底板插接,所述两个第二挡块分别与第一底板和第二底板的端头平齐。The two second conduits at the front end of the third base plate are arranged symmetrically with the two second conduits at the rear end, and the inner ends of each second conduit are plugged into the third base plate through the reserved holes opened at the end of the third base plate. The two second stoppers are respectively flush with the ends of the first bottom plate and the second bottom plate.
所述顶板的底部面分别与柱杆和支撑杆的顶部面焊接。The bottom surface of the top plate is welded to the top surfaces of the post and the support rod respectively.
本发明具有如下有益效果:The present invention has following beneficial effect:
1、本发明将两个水平及一个竖向地震分量进行解耦,三个方向各自兼顾耗能隔震和自复位功能;隔震支座在材料一定情况下,大的位移或者速度可以很好的耗散地震能量,从而保证结构主体的安全,因此在地震位移一定情况下,适当用传动装置将结构位移进行转换,再对位移或者速度进行放大,这样既增加耗能,又不会增加建筑结构的本身位移,本发明通过传动装置将竖向位移进行一定程度的放大,极大增加了竖向耗能能力。1. The present invention decouples two horizontal and one vertical seismic components, and each of the three directions takes into account the functions of energy consumption isolation and self-resetting; the isolation support can achieve a large displacement or speed well under certain materials. Dissipate the seismic energy to ensure the safety of the main body of the structure. Therefore, in the case of a certain earthquake displacement, the transmission device is used to convert the structural displacement, and then the displacement or speed is amplified. This will increase energy consumption and will not increase the building capacity. For the displacement of the structure itself, the present invention amplifies the vertical displacement to a certain extent through the transmission device, which greatly increases the vertical energy consumption capacity.
2、本发明是由各部分小零件组装而成,震后若是一部分零件损坏了,可以单独对该零件进行更替,无需将整个支座进行更换,降低支出的同时又秉持了绿色发展理念。2. The present invention is assembled from various small parts. If a part of the part is damaged after the earthquake, the part can be replaced independently without replacing the entire support, which reduces expenditure and upholds the concept of green development.
3、建筑结构在纵波下的地震反应是不能忽略,本发明可以三向隔震,相较于多数支座的两向隔震耗能更加安全;且本发明耗能方式明确,传力途径易懂明了,且拥有自复位功能,极大减少震后建筑物的变形;本发明竖向耗能优越,具有位移放大效果,且震后损坏的部件可进行更替,具有良好的经济效益。3. The earthquake response of the building structure under longitudinal waves cannot be ignored. The present invention can isolate earthquakes in three directions, which is safer than the two-direction earthquake isolation of most supports; and the energy consumption mode of the present invention is clear, and the way of force transmission is easy. It is clear, and has a self-resetting function, which greatly reduces the deformation of the building after the earthquake; the invention has superior vertical energy consumption, has a displacement amplification effect, and the damaged parts after the earthquake can be replaced, and has good economic benefits.
附图说明Description of drawings
图1为本发明的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the present invention;
图2为本发明中第一底板的结构示意图;Fig. 2 is the structural representation of the first bottom plate among the present invention;
图3为本发明中第一底板与第二底板的连接结构示意图;Fig. 3 is a schematic diagram of the connection structure between the first base plate and the second base plate in the present invention;
图4为本发明中第二底板与第三底板的连接结构示意图;Fig. 4 is a schematic diagram of the connection structure between the second base plate and the third base plate in the present invention;
图5为本发明中柱杆与竖向圆筒的拆分结构示意图;Fig. 5 is a schematic diagram of the split structure of the mast and the vertical cylinder in the present invention;
图6为本发明中竖向支撑装置的连接结构示意图;Fig. 6 is a schematic diagram of the connection structure of the vertical support device in the present invention;
图7为本发明中横向圆筒、导轨与第三底板的拆分结构示意图;Fig. 7 is a schematic diagram of the split structure of the transverse cylinder, the guide rail and the third bottom plate in the present invention;
图8为本发明中横向圆筒与多孔圆板的连接结构示意图;Fig. 8 is a schematic diagram of the connection structure between the horizontal cylinder and the porous circular plate in the present invention;
图9为本发明中第一连杆、第二连杆第三连杆和第四连杆的结构示意图;Fig. 9 is a structural schematic diagram of the first connecting rod, the second connecting rod, the third connecting rod and the fourth connecting rod in the present invention;
图10为本发明中传动装置与竖向支撑装置的连接结构示意图;Fig. 10 is a schematic diagram of the connection structure between the transmission device and the vertical support device in the present invention;
图11为本发明的第一状态示意图;Fig. 11 is a schematic diagram of the first state of the present invention;
图12为本发明的第二状态示意图。Fig. 12 is a schematic diagram of the second state of the present invention.
图中附图标记表示为:The reference signs in the figure represent:
1、第一底板;101、第一沟槽;2、第二底板;201、第二沟槽;3、密封块;4、盖板;5、第一导管;6、第一复位弹簧;7、第一挡块;8、第三底板;801、第三沟槽;9、T型块;10、第二导管;11、第二复位弹簧;12、第二挡块;13、竖向圆筒;14、柱杆;15、竖向弹簧;16、插接杆;17、支撑杆;18、挡板;19、导轨;20、第三复位弹簧;21、滑块;22、套杆;23、横向圆筒;231、多孔圆板;24、圆环;25、第一连杆;26、第二连杆;27、第三连杆;28、第四连杆;29、横杆;30、顶板;31、竖向支撑装置;32、传动装置。1. The first bottom plate; 101. The first groove; 2. The second bottom plate; 201. The second groove; 3. The sealing block; 4. The cover plate; 5. The first conduit; 6. The first return spring; 7 , the first block; 8, the third bottom plate; 801, the third groove; 9, T-shaped block; 10, the second conduit; 11, the second return spring; 12, the second block; 13, the vertical circle Tube; 14, pole; 15, vertical spring; 16, inserting rod; 17, support rod; 18, baffle; 19, guide rail; 20, the third reset spring; 21, slider; 23. Horizontal cylinder; 231. Porous circular plate; 24. Ring; 25. First connecting rod; 26. Second connecting rod; 27. Third connecting rod; 28. Fourth connecting rod; 29. Cross bar; 30. Top plate; 31. Vertical support device; 32. Transmission device.
具体实施方式Detailed ways
下面结合附图和具体实施例来对本发明进行详细的说明。The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments.
参见图1至图12所述的一种三向自复位耗能隔震支座,包括第一底板1,第一底板1的顶部连接有第二底板2,所述第二底板2的两侧均设置有三根第一导管5,位于两侧边的两根第一导管5上均连接有第一复位弹簧6,每根第一导管5的内端均与第二底板2的侧壁连接,每根第一导管5的外端均与第一挡块7连接,所述第一挡块7的底部与第一底板1焊接,两个第一挡块7呈对称结构设置在第二底板2的两侧;所述第二底板2的顶部连接有第三底板8,所述第三底板8的两端均设置有两根第二导管10,每根第二导管10上均连接有第二复位弹簧11,每根第二导管10的内端均与第三底板8的端头连接,每根第二导管10的外端均与第二挡块12连接,所述第二挡块12的底部与第三底板8焊接,两个第二挡块12呈对称结构设置在第三底板8的两端;所述第三底板8的顶部面上开设有用于连接传动装置32的第三沟槽801,传动装置32的中部设置有竖向支撑装置31,竖向支撑装置31的顶部连接有顶板30。Referring to Fig. 1 to Fig. 12, a three-way self-resetting energy-dissipating shock-isolation bearing includes a first bottom plate 1, the top of the first bottom plate 1 is connected with a second bottom plate 2, and the two sides of the second bottom plate 2 Three first conduits 5 are provided, and the first return springs 6 are connected to the two first conduits 5 on both sides, and the inner end of each first conduit 5 is connected to the side wall of the second bottom plate 2, The outer end of each first conduit 5 is connected to the first stopper 7, the bottom of the first stopper 7 is welded to the first bottom plate 1, and the two first stoppers 7 are symmetrically arranged on the second bottom plate 2 the two sides of the second bottom plate 2; the top of the second bottom plate 2 is connected with a third bottom plate 8, and two ends of the third bottom plate 8 are provided with two second conduits 10, and each second conduit 10 is connected with a second Return spring 11, the inner end of each second conduit 10 is connected with the end of the third bottom plate 8, the outer end of each second conduit 10 is connected with the second stopper 12, the second stopper 12 The bottom is welded to the third bottom plate 8, and two second stoppers 12 are symmetrically arranged on both ends of the third bottom plate 8; the top surface of the third bottom plate 8 is provided with a third groove for connecting the transmission device 32 801, a vertical support device 31 is provided in the middle of the transmission device 32, and a top plate 30 is connected to the top of the vertical support device 31.
所述竖向支撑装置31包括柱杆14,柱杆14底部连接有竖向弹簧15,竖向弹簧15的底部连接有圆板,柱杆14的外部套接有竖向圆筒13,竖向圆筒13的底部与圆板焊接,竖向圆筒13和柱杆14上分别开设有用于连接插接杆16的滑槽和预留孔;所述柱杆14的外壁面上焊接有两根支撑杆17,两组竖向支撑装置31之间通过横杆29进行固定;所述竖向圆筒13外侧壁的底部均匀分布有若干挡板18,挡板18为直角三角形结构,挡板18将竖向圆筒13稳定固定在第三底板8的顶部面上。挡板18对竖向圆筒13进行侧向支撑加固,(挡板18通过焊接或通过更改部件形状的方式采用螺栓连接固定)。The vertical supporting
所述传动装置32包括横向圆筒23,所述横向圆筒23有四个,每个横向圆筒23对应一个第三沟槽801,横向圆筒23与第三底板8的顶部面固定(横向圆筒23通过焊接或通过更改部件形状的方式采用螺栓连接与第三底板8固定),所述横向圆筒23内设置有若干个多孔圆板231,横向圆筒23上连接有套杆22,套杆22外部螺纹连接有若干圆环24,套杆22的另一端连接有滑块21,滑块21与第三沟槽801滑动连接,滑块21的另一侧连接有导轨19,导轨19外部套设有第三复位弹簧20,第三复位弹簧20的一端与滑块21固定连接,第三复位弹簧20的另一端与导轨19固定连接,导轨19的内端头与第三底板8固定连接,横向圆筒23内填充有的黏滞介质。Described
所述滑块21的顶部面上设置有第一连杆25,第一连杆25的右端设置有第二连杆26,第二连杆26的中部固定有第三连杆27,第三连杆27的右端设置有第四连杆28。The top surface of described
所述第一连杆25的两端分别与滑块21和第二连杆26转动连接,第二连杆26的右端与导轨19的内端头转动连接,第三连杆27的右端与第四连杆28转动连接,第四连杆28的右端与插接杆16转动连接。Both ends of the first connecting
所述第一底板1的顶部面上开设有两条对称的第一沟槽101,第一沟槽101为T型槽,第一沟槽101的一端为贯通开口结构,第二底板2的底部通过设置与第一沟槽101适配的槽板与第一底板1连接,第一沟槽101的贯通端分别通过密封块3和盖板4进行密封和封闭。第一底板1在于第二底板2连接之前,对第一沟槽101内部用橡胶材料进行处理,以保证其组装后的密封性。将第二底板2与第一底板1进行组装,第二底板2从第一沟槽101的贯通端滑入拼接,然后用两个密封块3对第一沟槽101边缘进行密封后用螺栓固定,调整好零部件位置后,再在第一沟槽101内填入的黏滞介质,最后用两块带有螺栓孔的盖板4进行封装,第二底板2的底部槽板部分留有贯通的孔洞,以便滑动时候的粘滞耗能。The top surface of the
所述第二底板2的顶部面上开设有两条对称的第二沟槽201,第二沟槽201的一端为贯通开口结构,第二底板2左侧的三根第一导管5与其右侧的三根第一导管5对称设置,每根第一导管5的内端均通过第二底板2侧壁开设的预留孔洞与第二底板2插接,第二沟槽201的贯通端通过设置T型块9进行封闭。将第三底板8与第二底板2及性能组装,第三底板8从第二沟槽201的贯通端滑入拼接,再用T型块9对第二沟槽201封堵。The top surface of the
所述第二沟槽201与第一沟槽101呈垂直结构设置。The
所述第三底板8前端的两根第二导管10与其后端的两根第二导管10对称设置,每根第二导管10的内端均通过第三底板8端头开设的预留孔与第三底板8插接,所述两个第二挡块12分别与第一底板1和第二底板2的端头平齐。The two
所述顶板30的底部面分别与柱杆14和支撑杆17的顶部面焊接。The bottom surface of the
本发明的工作原理:Working principle of the present invention:
本支座上部的顶板30与建筑的柱底相连,采用预留螺栓孔将顶板30进行固定,支座下面的第一底板1与基础相连,第一底板1通过预留螺栓孔洞采用螺栓固定;The
地震作用下,共有两个方向的横波及一个纵波,通过底部的基础传递给支座的第一底板1,由于第一底板1与第二底板2存在一个方向的错动位移,此方向设为X向,第一底板1运动导致产生相对位移,第一底板1、第二底板2、第一导管5、第一复位弹簧6和第一挡块7等部件组成X方向耗能,第二底板2卡入第一底板1的第一沟槽101内,组装完成后在第一沟槽101内填充的黏滞介质及密封(第二底板2的底部槽板留有贯穿的孔洞,第一底板1与第二底板2错动时,通过黏滞介质与孔洞内壁的相对错动进行耗能),黏滞介质可选用液压油、有机硅油、硅基胶或特种悬浮液,优选使用二甲基硅油,通过第一底板1和第二底板2在X方向的错动,进行粘滞耗能,第一复位弹簧6进行复位功能及震时存储能量作用,此为第一阶段的耗能隔震,针对X方向的地震波;Under the earthquake, there are two directions of shear waves and one longitudinal wave, which are transmitted to the
地震作用下,X方向的地震波被第一底板1与第二底板2的构造进行了隔震耗能,另一个方向的地震波方向设为Y向,Y地震波通过第一底板1传递给了第二底板2,由于第三底板8与第二底板2存在一个Y方向的错动容许,第二底板2会相对于第三底板8运动,第二底板2与第三底板8是用第二沟槽201进行卡接,同时利用第二复位弹簧11、第二导管10、第二挡块12部件进行导向、固定、复位,在第二沟槽201内加入摩擦片材料,利用第二底板2与第三底板8的错动进行摩擦耗能,第二复位弹簧11进行复位及震时储能,此阶段将Y方向的地震能量进行削弱,至此完成了两个横向地震波方向的耗能隔震;Under the action of an earthquake, the seismic wave in the X direction is isolated and energy-dissipated by the structure of the
纵波通过基础依次传递给第一底板1、第二底板2、第三底板8、竖向圆筒13及竖向弹簧15,由此会导致柱杆14与竖向圆筒13的错动(竖向圆筒13壁开有滑槽,具有限位功能,同时利于插接杆16的伸出),竖向弹簧15提供初始竖向刚度的一部分,在错动时会储能及震后自复位;利用柱杆14与支座下部的竖向错动,插接杆16与柱杆14位移是一致的,第四连杆28的两端分别与插接杆16和第三连杆27相连,第一连杆25与滑块21转动连接,第二连杆26与导轨19转动连接,插接杆16的上下相对位移会导致第四连杆28的运动,进而使滑块21在导轨19上进行水平Y方向的移动,滑块21的一部分在第三底板8上开设的第三沟槽801内,可以提高一部分摩擦耗能,滑块21另一端与套杆22连接,滑块21运动导致套杆22进行运动,进而会推拉横向圆筒23内的黏滞介质,横向圆筒23内固定有多孔圆板231,以此进行粘滞耗能,因而竖向的相对错动会转化为滑块21的水平移动,进行摩擦及粘滞耗能,同时具有位移及速度放大的效果,两侧传动装置32结构对称,至此纵波方向上的耗能隔震已经完成,最后,削弱后的地震能量通过柱杆14传递到顶板30,进而传递到了上部的主体结构。The longitudinal waves pass through the foundation to the
以上所述仅为本发明的实施例,并非因此限制本发明的专利范围,凡是利用本发明说明书及附图内容所作的等效结构或等效流程变换,或直接或间接运用在其他相关的技术领域,均同理包括在本发明的专利保护范围内。The above is only an embodiment of the present invention, and does not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made by using the description of the present invention and the contents of the accompanying drawings, or directly or indirectly used in other related technologies fields, are all included in the scope of patent protection of the present invention in the same way.
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| CN116837982A (en) * | 2023-07-07 | 2023-10-03 | 广州大学 | A three-dimensional isolation device using rhombus supports |
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