CN104989000B - A Tension Locking Device Used on a Shock-Isolation Rubber Bearing - Google Patents
A Tension Locking Device Used on a Shock-Isolation Rubber Bearing Download PDFInfo
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Abstract
Description
技术领域technical field
本发明涉及一种用于隔震橡胶支座上的受拉闭锁装置。The invention relates to a tension locking device used on a shock-absorbing rubber bearing.
背景技术Background technique
现有的隔震橡胶支座,在地震或者其他荷载作用下,为了耗能以及减少上部结构损害,往往产生很大的水平方向的位移。虽然隔震(振)效果显著,但支座水平方向较柔,在小震及中震等作用下也可能会产生一定位移,即无法分级控制隔震支座的地震响应。因此现有隔震橡胶支座在对位移要求较严的某些特殊建筑的应用上,具有一定的局限性。Under the action of earthquake or other loads, the existing vibration-isolation rubber bearings often produce large horizontal displacements in order to dissipate energy and reduce damage to the upper structure. Although the isolation (vibration) effect is remarkable, the horizontal direction of the support is soft, and a certain displacement may occur under the action of small earthquakes and moderate earthquakes, that is, the seismic response of the isolation support cannot be controlled in stages. Therefore, the existing shock-isolation rubber bearings have certain limitations in the application of some special buildings with strict displacement requirements.
发明内容Contents of the invention
针对现有技术存在的缺陷,本发明的目的是提供一种带隔震闭锁功能的装置,使得隔震支座在小震或中震作用下保持一定刚度,限制隔震支座位移;在大震以及大震以上作用下使得闭锁失效,隔震支座发挥耗能效应,由此实现两级控制。In view of the defects existing in the prior art, the object of the present invention is to provide a device with a shock-isolation locking function, so that the shock-isolation support maintains a certain stiffness under the action of a small earthquake or a moderate earthquake, and limits the displacement of the shock-isolation support; Under the action of earthquake and above, the locking will fail, and the shock-isolation bearing will exert the energy dissipation effect, thereby realizing two-level control.
为达到上述目的,本发明采用如下技术方案:To achieve the above object, the present invention adopts the following technical solutions:
一种用于隔震橡胶支座上的受拉闭锁装置,包括安装钢板1、紧固件、拼接螺帽5和拉杆6;两个所述安装钢板1分别放置于橡胶支座的上部和下部,利用螺栓与所述橡胶支座连接,所述安装钢板1的角部有上下对应的预留孔,所述紧固件通过所述预留孔分别固定于上下两个所述安装钢板1,所述紧固件通过所述拼接螺帽5与所述拉杆6相连接。A tension locking device for shock-isolation rubber bearings, including installation steel plates 1, fasteners, splicing nuts 5 and pull rods 6; two installation steel plates 1 are respectively placed on the upper and lower parts of the rubber bearings , using bolts to connect with the rubber support, the corners of the installation steel plate 1 have reserved holes corresponding to the upper and lower sides, and the fasteners are respectively fixed to the upper and lower two installation steel plates 1 through the reserved holes, The fastener is connected with the pull rod 6 through the splicing nut 5 .
进一步地,所述紧固件包括外接套筒2、螺纹螺杆4和大螺帽3;所述螺纹螺杆4通过所述预留孔穿过所述安装钢板1,所述外接套筒2内具有螺纹,所述螺纹与所述螺纹螺杆4配合,所述大螺帽3和所述外接套筒2分别在所述螺纹螺杆4的内侧和外侧固定,所述螺纹螺杆4的内侧端部通过所述拼接螺帽5与所述拉杆6相连接,此处提到的内侧,位于两个所述安装钢板1之间。Further, the fastener includes an external sleeve 2, a threaded screw 4 and a large nut 3; the threaded screw 4 passes through the installation steel plate 1 through the reserved hole, and the external sleeve 2 has a thread, the thread is matched with the threaded screw 4, the large nut 3 and the external sleeve 2 are respectively fixed on the inside and outside of the threaded screw 4, and the inner end of the threaded screw 4 passes through the The splicing nut 5 is connected to the pull rod 6 , and the inner side mentioned here is located between the two installation steel plates 1 .
进一步地,所述拉杆6由脆性材料制成。所谓脆性材料,是指在外力作用下如拉伸、冲击等,仅产生很小的变形即破坏断裂的材料。Further, the tie rod 6 is made of brittle material. The so-called brittle material refers to the material that only produces a small deformation or fracture under the action of external force, such as stretching and impact.
进一步地,通过所述大螺帽3和所述外接套筒2能够调节所述螺纹螺杆4的外伸长度,从而调节整个闭锁装置的受拉区高度。此处提到的外伸长度,是指所述螺纹螺杆4穿过所述安装钢板1,位于所述安装钢板1外侧的长度。Further, the overhanging length of the threaded screw 4 can be adjusted through the large nut 3 and the external sleeve 2, thereby adjusting the height of the tension zone of the entire locking device. The overhang mentioned here refers to the length of the threaded screw 4 passing through the installation steel plate 1 and located outside the installation steel plate 1 .
进一步地,所述外接套筒2的长度大于等于所述螺纹螺杆4的外伸长度的2倍。Further, the length of the external sleeve 2 is greater than or equal to twice the extension length of the threaded screw 4 .
进一步地,所述拼接螺帽5的两端各有一个开孔,第一孔内部具有螺纹,与所述螺纹螺杆4配合,第二孔内部具有光滑弧面空间,所述第一孔大于所述第二孔。Further, the two ends of the splicing nut 5 each have an opening, and the first hole has a thread inside to cooperate with the threaded screw 4, and the second hole has a smooth arc surface space inside, and the first hole is larger than the first hole. Describe the second hole.
进一步地,所述拉杆6的两个端部呈球状,所述两个端部之间由细杆相连。Further, the two ends of the tie rod 6 are spherical, and the two ends are connected by a thin rod.
进一步地,所述拼接螺帽5由两个对称的半螺帽组成,两个半螺帽均有两个外伸的便于用螺栓螺紧的连接板。两个半螺帽用较小的螺栓螺紧,合为一个拼接螺帽5。所述拼接螺帽5的所述第二孔内部的弧面空间能够容纳所述拉杆6的球状端部;所述第二孔的直径小于所述拉杆6的球端直径,大于所述拉杆6的细杆直径;所述拉杆6能够转动,形成铰接体系。Further, the splicing nut 5 is composed of two symmetrical half-nuts, and each of the two half-nuts has two protruding connecting plates for fastening with bolts. Two half nuts are tightened with lesser bolts, and are combined into a splicing nut 5 . The arc space inside the second hole of the splicing nut 5 can accommodate the spherical end of the tie rod 6; The diameter of the thin rod; the pull rod 6 can rotate to form a hinged system.
进一步地,调节所述拼接螺帽5与所述螺纹螺杆4的螺紧程度能够使所述拉杆6抵紧所述拼接螺帽5,且能提供预拉力。Further, adjusting the tightening degree of the splicing nut 5 and the threaded screw 4 can make the pull rod 6 press against the splicing nut 5 and provide a pre-tensioning force.
进一步地,所述拉杆6的数量、材料和/或直径可调节以适应不同的刚度需求。当所述拉杆6受到的力大于预设的闭锁阈值时,该拉杆会发生断裂,所述闭锁阈值可通过改变拉杆的数量、材料和/或直径等进行调节Further, the number, material and/or diameter of the tie rods 6 can be adjusted to meet different rigidity requirements. When the force received by the tie rod 6 is greater than the preset locking threshold, the tie rod will break, and the locking threshold can be adjusted by changing the number, material and/or diameter of the tie rods, etc.
与现有技术相比较,本发明具有如下突出的特点和显著的技术进步:Compared with the prior art, the present invention has the following outstanding features and significant technical progress:
本发明通过增加隔震支座的受拉闭锁装置来限制支座在所规定的小震荷载作用下的位移,从而使支座整体在小震下保持一定刚度,大震下使用隔震支座耗能,实现两级控制。The invention limits the displacement of the support under the specified small earthquake load by adding the tension locking device of the shock-isolation support, so that the whole support maintains a certain rigidity under small earthquakes, and the shock-isolation support is used under large earthquakes Energy consumption, to achieve two-level control.
附图说明Description of drawings
图1是带隔震橡胶支座的受拉闭锁装置的示意图;Figure 1 is a schematic diagram of a tension locking device with a shock-isolation rubber bearing;
图2是带隔震橡胶支座的受拉闭锁装置的主视图;Fig. 2 is the front view of the tension locking device with vibration-isolation rubber bearing;
图3是受拉闭锁装置的示意图;Fig. 3 is a schematic diagram of a tension locking device;
图4是受拉闭锁装置的主视图;Fig. 4 is a front view of the tension locking device;
图5是受拉闭锁装置的俯视图;Fig. 5 is a top view of the tension locking device;
图6是带隔震橡胶支座的受拉闭锁装置的A-A剖视图;Fig. 6 is the A-A sectional view of the tension locking device with shock-absorbing rubber bearing;
图7是受拉闭锁装置的B-B剖视图;Fig. 7 is a B-B sectional view of the tension locking device;
图8是受拉闭锁装置中拼接螺帽的示意图;Fig. 8 is a schematic diagram of splicing nuts in the tension locking device;
图9是受拉闭锁装置中拼接螺帽的主视图;Fig. 9 is the front view of the splicing nut in the tension locking device;
图10是受拉闭锁装置中拼接螺帽的俯视图;Figure 10 is a top view of the splicing nut in the tension locking device;
图11是受拉闭锁装置中拼接螺帽的C-C剖视图;Fig. 11 is a C-C sectional view of the spliced nut in the tension locking device;
图12是受拉闭锁装置中拉杆的示意图;Fig. 12 is a schematic diagram of the pull rod in the tension locking device;
图13是受拉闭锁装置中拉杆的主视图;Figure 13 is a front view of the pull rod in the tension locking device;
图14是受拉闭锁装置中外接套筒的示意图;Fig. 14 is a schematic diagram of an external sleeve in a tension locking device;
图15是受拉闭锁装置中外接套筒的俯视图;Fig. 15 is a top view of the circumscribed sleeve in the tension locking device;
图16是受拉闭锁装置中外接套筒的D-D剖视图;Fig. 16 is a D-D sectional view of the external sleeve in the tension locking device;
图17是受拉闭锁装置中螺纹螺杆的示意图;Figure 17 is a schematic diagram of the threaded screw in the tension locking device;
图18是受拉闭锁装置中螺纹螺杆的主视图。Fig. 18 is a front view of the threaded screw in the tension locking device.
具体实施方式detailed description
下面将结合附图以及具体实施例来详细说明本发明。The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments.
如图1至图18所示,一种用于隔震橡胶支座上的受拉闭锁装置包括:安装钢板1a、1b,外接套筒2a、2b,大螺帽3a、3b,螺纹螺杆4a、4b,拼接螺帽5a、5b,拉杆6。As shown in Figures 1 to 18, a tension locking device used on a vibration-isolation rubber bearing includes: mounting steel plates 1a, 1b, external sleeves 2a, 2b, large nuts 3a, 3b, threaded screws 4a, 4b, splice nuts 5a, 5b, pull rod 6.
如图1、图6中的普通铅芯橡胶支座7由连接板8、封板9、钢板10、橡胶层11、铅芯12组成。Common lead rubber bearing 7 among Fig. 1, Fig. 6 is made up of connecting plate 8, sealing plate 9, steel plate 10, rubber layer 11, lead core 12.
如图14至16所示,外接套筒2,内含螺纹能与螺纹螺杆4配合。如图6、图7所示,外接套筒2a、2b的长度大于等于螺纹螺杆4a、4b的外伸长度的2倍。As shown in FIGS. 14 to 16 , the external sleeve 2 has internal threads that can cooperate with the threaded screw rod 4 . As shown in Fig. 6 and Fig. 7, the length of the external sleeves 2a, 2b is greater than or equal to twice the extension length of the screw rods 4a, 4b.
如图1、图2和图7所示,螺纹螺杆4a、4b分别穿过安装钢板1a、1b,安装钢板两侧分别由外接套筒2a、2b和大螺帽3a、3b固定在安装钢板上。As shown in Figure 1, Figure 2 and Figure 7, the threaded screws 4a, 4b pass through the installation steel plates 1a, 1b respectively, and the two sides of the installation steel plates are respectively fixed on the installation steel plates by external sleeves 2a, 2b and large nuts 3a, 3b .
如图8-11所示,拼接螺帽5靠锚固螺杆13a、13b和锚固螺帽14a、14b进行锚固。如图11所示拼接螺帽5一端开孔较大,称为第一孔,另一端开孔较小,称为第二孔。第一孔的内壁含有螺纹,可以和螺纹螺杆4a、4b配合。如图所示,拼接螺帽5的第二孔一侧有一部分预留空间,呈光滑弧面,第二孔的直径略大于拉杆杆部的直径且略小于拉杆的球端直径,保证拉杆6a、6b的球端可以在拼接螺帽的预留空间的一定程度内自由转动,不受拼接螺帽上该开孔的限制。As shown in Figures 8-11, the splicing nut 5 is anchored by the anchor screw rods 13a, 13b and the anchor nuts 14a, 14b. As shown in FIG. 11 , one end of the splicing nut 5 has a larger hole, which is called the first hole, and the other end has a smaller hole, which is called the second hole. The inner wall of the first hole contains threads, which can cooperate with the threaded screw rods 4a, 4b. As shown in the figure, there is a part of reserved space on one side of the second hole of the splicing nut 5, which is a smooth arc surface. The diameter of the second hole is slightly larger than the diameter of the rod part of the tie rod and slightly smaller than the diameter of the ball end of the tie rod, ensuring that the pull rod 6a The ball end of , 6b can rotate freely within a certain extent in the reserved space of the splicing nut, and is not restricted by the opening on the splicing nut.
如图2、图4和图6所示,通过外接套筒2a、2b和大螺帽3a、3b控制螺纹螺杆4a、4b伸出安装钢板的长度,进而可以调节闭锁装置的高度,根据不同的工况可以更换不同长度的拉杆。As shown in Figure 2, Figure 4 and Figure 6, the length of the threaded screw 4a, 4b protruding from the installation steel plate is controlled by the external sleeve 2a, 2b and the large nut 3a, 3b, and then the height of the locking device can be adjusted, according to different Working conditions can replace the tie rods of different lengths.
如图6所示,安装时通过将拼接螺帽5a、5b和螺纹螺杆4a、4b螺紧来使拉杆6的球端和拼接螺帽5抵紧。根据需要可以提供预拉力。As shown in FIG. 6 , during installation, the ball end of the tie rod 6 and the splicing nut 5 are pressed tightly by tightening the splicing nuts 5 a , 5 b and the threaded screw rods 4 a , 4 b. Pretension can be provided on request.
安装方法如上所述,如图1和图2所示,当所述拉杆上受到的力大于预设闭锁阈值时,所述拉杆被剪切断裂。该闭锁阈值可通过调节拉杆的数量、材料和/或直径等来设定,以适应不同的刚度需求。应用于地震的隔震中,在受到小震或其他荷载时,有产生水平位移的趋势,拉杆偏移一个微小的角度,由于拉杆的限制整个装置被锁定,隔震支座不发挥效应。在受到大震或大震以上荷载作用时,拉杆被拉断,闭锁失效,隔震支座产生位移发挥耗能效应,从而实现两级控制。The installation method is as above, as shown in Fig. 1 and Fig. 2, when the force on the tie rod is greater than the preset locking threshold, the tie rod is sheared and broken. The locking threshold can be set by adjusting the number, material and/or diameter of the tie rods to meet different rigidity requirements. In the isolation of earthquakes, when subjected to small earthquakes or other loads, there is a tendency to produce horizontal displacement, and the tie rods are offset by a small angle. Due to the limitation of the tie rods, the entire device is locked, and the isolation support does not work. When subjected to a large earthquake or a load above a large earthquake, the tie rod is broken, the lock fails, and the vibration-isolation support generates displacement to exert an energy dissipation effect, thereby realizing two-stage control.
以上详细描述了本发明的较佳具体实施例。应当理解,本领域的普通技术无需创造性劳动就可以根据本发明的构思作出诸多修改和变化。因此,凡本技术领域中技术人员依本发明的构思在现有技术的基础上通过逻辑分析、推理或者有限的实验可以得到的技术方案,皆应在由权利要求书所确定的保护范围内。The preferred specific embodiments of the present invention have been described in detail above. It should be understood that those skilled in the art can make many modifications and changes according to the concept of the present invention without creative efforts. Therefore, all technical solutions that can be obtained by those skilled in the art based on the concept of the present invention through logical analysis, reasoning or limited experiments on the basis of the prior art shall be within the scope of protection defined by the claims.
Claims (9)
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CN105735732A (en) * | 2016-03-17 | 2016-07-06 | 同济大学 | Rigidity-adjustable energy dissipation and damping support for extra-high voltage transformation equipment and application thereof |
CN113152972A (en) * | 2020-12-12 | 2021-07-23 | 北京工业大学 | Prestress variable-rigidity three-dimensional shock isolation support |
CN112829365B (en) * | 2021-01-06 | 2022-10-28 | 株洲时代新材料科技股份有限公司 | Compression method and device for supporting type vibration isolation element |
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CN202767242U (en) * | 2012-10-10 | 2013-03-06 | 衡水震泰隔震器材有限公司 | Three-direction shock insulation support |
CN203546909U (en) * | 2013-11-04 | 2014-04-16 | 长沙远大住宅工业有限公司 | Special joints for box structure building system |
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