CN203334463U - Building damping device - Google Patents
Building damping device Download PDFInfo
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- CN203334463U CN203334463U CN2013202692991U CN201320269299U CN203334463U CN 203334463 U CN203334463 U CN 203334463U CN 2013202692991 U CN2013202692991 U CN 2013202692991U CN 201320269299 U CN201320269299 U CN 201320269299U CN 203334463 U CN203334463 U CN 203334463U
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Abstract
Description
技术领域 technical field
本实用新型涉及一种减震装置,尤其涉及一种建筑物减震装置。 The utility model relates to a shock absorbing device, in particular to a building shock absorbing device. the
背景技术 Background technique
建筑物在使用过程中除长承受竖向荷载外,还要承担风和地震水平荷载的作用,建筑物越高,这种水平荷载效应就越明显。我国是世界上承受地震灾害影响最为严重的国家之一,据统计,我国有41%的国土、50%以上的城市位于地震烈度7度以上的地区,我国大陆7级以上地震约占世界大陆地震的1/3,因地震造成的死亡人数占全球地震死亡人数的1/3左右,我国面临的地震灾害形式非常严峻。 In addition to the long-term vertical load, the building also bears the effect of wind and earthquake horizontal load. The higher the building, the more obvious the effect of this horizontal load. my country is one of the countries most severely affected by earthquake disasters in the world. According to statistics, 41% of my country's land area and more than 50% of cities are located in areas with an earthquake intensity above 7 degrees. Earthquakes above 7 degrees in mainland my country account for about 10% of the world's continental earthquakes. The death toll caused by the earthquake accounts for about 1/3 of the global earthquake death toll. my country is facing a very severe form of earthquake disaster. the
我国建筑结构抗震规范要求建筑结构及其构件需具备充分的抗震载力和抵抗变形能力。传统的建筑结构抗震依赖结构本身的抵抗能力,将基础嵌固于地基的土壤中,地震反应由基底向上逐渐放大,然而,为提高结构的承载能力,必须加大构件的截面积,这种做法不仅导致结构笨重而且十分耗材,此外,现有的建筑物减震隔震装置造价普遍较高,无法普及使用。 my country's building structure seismic code requires that building structures and their components must have sufficient seismic load capacity and resistance to deformation. The earthquake resistance of traditional building structures depends on the resistance of the structure itself. The foundation is embedded in the soil of the foundation, and the seismic response is gradually amplified from the base to the top. However, in order to improve the bearing capacity of the structure, the cross-sectional area of the components must be increased. This method Not only lead to heavy structure but also very consumable materials, in addition, the cost of existing building shock-absorbing and shock-isolating devices is generally high, and cannot be widely used. the
由此可见,现有技术有待于进一步的改进和提高。 This shows that the prior art needs to be further improved and improved. the
实用新型内容 Utility model content
本实用新型为避免上述现有技术存在的不足之处,提供了一种建筑物减震装置。 The utility model provides a building damping device in order to avoid the disadvantages of the above-mentioned prior art. the
本实用新型所采用的技术方案为: The technical scheme adopted in the utility model is:
一种建筑物减震装置,包括阻尼机构,所述阻尼机构包括嵌固于建筑物内某一区间的内部中央处的基座及悬吊于所述基座上的摆动组件,所述摆动组件包括与所述基座转动连接的摆臂及安装在所述摆臂下端的摆锤;所述建筑物减震装置还包括与上述摆锤相连的消能机构。 A shock absorbing device for a building, comprising a damping mechanism, the damping mechanism includes a base embedded in the center of a certain section of the building and a swing assembly suspended on the base, the swing assembly It includes a swing arm rotatably connected to the base and a pendulum installed at the lower end of the swing arm; the building shock absorber also includes an energy dissipation mechanism connected with the pendulum. the
所述消能机构包括左侧不锈钢筒和右侧不锈钢筒,所述左、右侧不锈钢筒的重心与上述摆锤静止时的重心位于同一水平线上,所述左、右侧不锈钢筒安装在建筑物的内墙上且呈左右对称设置;所述左、右侧不锈钢筒通过U型连接管相连通,所述U型连接管位于上述摆锤的下方;所述左、右侧不锈钢筒及U型连接管内充注有水;所述左、右侧不锈钢筒的一侧均设置有活塞及与所述活塞一体固连的活塞杆,所述活塞与上述左、右侧不锈钢筒密封连接,所述活塞杆与上述摆锤相连。 The energy dissipation mechanism includes a left stainless steel cylinder and a right stainless steel cylinder, the centers of gravity of the left and right stainless steel cylinders are on the same horizontal line as the center of gravity when the pendulum is at rest, and the left and right stainless steel cylinders are installed on the building The inner wall of the object is arranged symmetrically; the left and right stainless steel cylinders are connected through a U-shaped connecting pipe, and the U-shaped connecting pipe is located below the above-mentioned pendulum; the left and right stainless steel cylinders and the U-shaped connecting pipe are connected. The type connecting pipe is filled with water; one side of the left and right stainless steel cylinders is provided with a piston and a piston rod integrally connected with the piston, and the piston is sealed and connected with the above left and right stainless steel cylinders. The piston rod is connected with the above-mentioned pendulum. the
所述摆锤近似圆球形,所述摆锤与上述活塞杆相连的一侧开设有卡槽,所述卡槽的上下表面相互平行、左右表面呈弧形对称;上述活塞杆的一端设置有可沿上述卡槽上下滑动的卡柱,所述卡柱是由弹性橡胶制成的,所述卡柱的在非挤压状态下的长度与上述卡槽的左、右表面间的最大间距相等。 The pendulum is approximately spherical, and the side of the pendulum connected to the above-mentioned piston rod is provided with a card slot. The upper and lower surfaces of the card slot are parallel to each other, and the left and right surfaces are arc-shaped and symmetrical; The clamping column sliding up and down along the above-mentioned clamping groove, the clamping column is made of elastic rubber, the length of the clamping column in a non-extruded state is equal to the maximum distance between the left and right surfaces of the above-mentioned clamping groove. the
所述摆锤是由铁制成的。 The pendulum is made of iron. the
由于采用了上述技术方案,本实用新型所取得的有益效果为: Owing to adopting above-mentioned technical scheme, the beneficial effect that the utility model obtains is:
1、当发生小地震时,建筑物会发生震动,地震波传入本实用新型中的减震装置,使本实用新型中的摆锤发生摆动,当地震波分别从左右两侧传入时,在惯性力的驱使下,摆锤会左右摆动,由于摆锤的摆动方向与建筑物的摆动方向相反,因此本实用新型可起到平衡建筑物,减小建筑物左右摇摆幅度的作用。 1. When a small earthquake occurs, the building will vibrate, and the seismic wave is introduced into the shock absorbing device in the utility model, which makes the pendulum in the utility model swing. When the seismic wave is introduced from the left and right sides respectively, the inertial Driven by the force, the pendulum swings left and right. Since the swing direction of the pendulum is opposite to that of the building, the utility model can balance the building and reduce the left and right swing of the building. the
2、当本实用新型中的摆锤左右摆动时,与之相连的活塞杆会被推动,摆锤通过活塞杆对充注在左、右侧不锈钢筒内的水做功,由于摩擦力的作用,摆锤的机械能转化为水的内能,促使水温升高,根据热力学第二定律,在没有外力的作用下机械能转化为内能是单向的,因此本实用新型又起到了消能的作用。 2. When the pendulum in the utility model swings left and right, the piston rod connected to it will be pushed, and the pendulum will do work on the water filled in the left and right stainless steel cylinders through the piston rod. Due to the effect of friction, The mechanical energy of the pendulum is converted into the internal energy of the water, which promotes the rise of the water temperature. According to the second law of thermodynamics, the conversion of mechanical energy into internal energy is unidirectional without the action of external force, so the utility model also plays the role of energy dissipation . the
3、本实用新型结构简单,制作成本较低,在地震较小的情况下可起到平衡建筑物,减小建筑物左右摆动幅度以及消能的目的,在地震较大的情况下又可以通过摆锤的摆动给住户带来警示效果,因此可广泛使用。 3. The utility model has simple structure and low production cost. It can balance the building, reduce the left and right swing of the building and dissipate energy when the earthquake is small. The swing of the pendulum brings a warning effect to the residents, so it can be widely used. the
附图说明 Description of drawings
图1为本实用新型的结构示意图。 Fig. 1 is the structural representation of the utility model. the
图2为本实用新型中摆锤的结构示意图。 Fig. 2 is a structural schematic diagram of the pendulum in the utility model. the
图3为本实用新型中活塞杆的结构示意图。 Fig. 3 is a schematic diagram of the structure of the piston rod in the utility model. the
其中, in,
1、基座 2、摆臂 3、摆锤 4、左侧不锈钢筒 5、右侧不锈钢筒 6、水 7、U型连接管 8、活塞 9、活塞杆 10、卡槽 11、卡柱 12、建筑物。
1. Base 2.
具体实施方式 Detailed ways
下面结合附图和具体的实施例对本实用新型作进一步的详细说明,但本实用新型并不限于这些实施例。 The utility model will be further described in detail below in conjunction with the accompanying drawings and specific embodiments, but the utility model is not limited to these embodiments. the
如图1至图3所示,一种建筑物减震装置,包括阻尼机构,所述阻尼机构包括嵌固于建筑物12内某一区间的内部中央处的基座1及悬吊于所述基座1上的摆动组件,所述摆动组件包括与所述基座1转动连接的摆臂2及安装在所述摆臂2下端的摆锤3,所述摆锤3是由铁制成的;所述建筑物减震装置还包括消能机构。
As shown in Figures 1 to 3, a building shock absorbing device includes a damping mechanism, and the damping mechanism includes a base 1 embedded in the center of a certain section in the building 12 and suspended from the A swing assembly on the base 1, the swing assembly includes a swing arm 2 rotatably connected to the base 1 and a
所述消能机构包括左侧不锈钢筒4和右侧不锈钢筒5,所述左、右侧不锈钢筒的重心与上述摆锤3静止时的重心位于同一水平线上,所述左、右侧不锈钢筒安装在建筑物的内墙上且呈左右对称设置;所述左、右侧不锈钢筒通过U型连接管7相连通,所述U型连接管7位于上述摆锤3的下方;所述左、右侧不锈钢筒及U型连接管7内充注有水;所述左、右侧不 锈钢筒的一侧均设置有活塞8及与所述活塞8一体固连的活塞杆9,所述活塞8与上述左、右侧不锈钢筒密封连接,所述活塞杆9与上述摆锤3相连。
The energy dissipation mechanism includes a left stainless steel cylinder 4 and a right stainless steel cylinder 5, the center of gravity of the left and right stainless steel cylinders is on the same horizontal line as the center of gravity of the above-mentioned
所述摆锤3近似圆球形,所述摆锤3与上述活塞杆9相连的一侧开设有卡槽10,所述卡槽10的上下表面相互平行、左右表面呈弧形对称;上述活塞杆9的一端设置有可沿上述卡槽10上下滑动的卡柱11,所述卡柱11是由弹性橡胶制成的,所述卡柱11的在非挤压状态下的长度与上述卡槽10的左、右表面间的最大间距相等;所述卡槽10和可沿所述卡槽10滑动的卡柱11的设计可保证摆锤3在摆动过程中活塞杆9仍处于水平位置,从而防止了摆锤3摆动过程中活塞杆9被掰断及活塞8与左、右侧不锈钢筒之间的有效密封。
The
本实用新型通过力学平衡原理及机械能和内能的转化来达到减小建筑物在受到较小地震波作用时的摇摆幅度和消能的目的;此外,本实用新型中摆锤3在受到较大地震波的作用时左右摆动幅度较大,从而可对住户起到警示效果。 The utility model achieves the purpose of reducing the swing amplitude and energy dissipation of the building when it is subjected to a relatively small seismic wave through the principle of mechanical balance and the transformation of mechanical energy and internal energy; The left and right swings are relatively large during the function, which can give the residents a warning effect. the
本实用新型中未述及的部分采用或借鉴已有技术即可实现。 The parts not mentioned in the utility model can be realized by adopting or referring to the prior art. the
需要进一步说明的是,本文中所描述的具体实施例仅仅是对本实用新型的精神所作的举例说明。本实用新型所属技术领域的技术人员可以对所描述的具体实施例做各种各样的修改或补充或采用类似的方式替代,但并不会偏离本实用新型的精神或者超越所附权利要求书所定义的范围。 It should be further explained that the specific embodiments described herein are only examples to illustrate the spirit of the present invention. Those skilled in the technical field to which the utility model belongs can make various modifications or supplements to the described specific embodiments or adopt similar methods to replace them, but they will not deviate from the spirit of the utility model or go beyond the appended claims defined range. the
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104141352A (en) * | 2014-07-21 | 2014-11-12 | 天津大学 | Oscillating type dampers used for vibration prevention of tower |
CN110940297A (en) * | 2019-12-05 | 2020-03-31 | 武汉理工大学 | Optical fiber tilt angle sensor and detection system thereof |
CN112177416A (en) * | 2020-10-26 | 2021-01-05 | 长江师范学院 | Building damping method |
CN115946029A (en) * | 2023-03-10 | 2023-04-11 | 河北通达泵阀集团有限公司 | Burnishing device of ball valve case |
-
2013
- 2013-05-17 CN CN2013202692991U patent/CN203334463U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104141352A (en) * | 2014-07-21 | 2014-11-12 | 天津大学 | Oscillating type dampers used for vibration prevention of tower |
CN110940297A (en) * | 2019-12-05 | 2020-03-31 | 武汉理工大学 | Optical fiber tilt angle sensor and detection system thereof |
CN112177416A (en) * | 2020-10-26 | 2021-01-05 | 长江师范学院 | Building damping method |
CN112177416B (en) * | 2020-10-26 | 2021-12-07 | 长江师范学院 | Building damping method |
CN115946029A (en) * | 2023-03-10 | 2023-04-11 | 河北通达泵阀集团有限公司 | Burnishing device of ball valve case |
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Granted publication date: 20131211 Termination date: 20140517 |