CN117188276A - Frequency and damping adjustable damper suitable for multi-mode high-frequency vibration control of sling and mounting method thereof - Google Patents
Frequency and damping adjustable damper suitable for multi-mode high-frequency vibration control of sling and mounting method thereof Download PDFInfo
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Abstract
Description
技术领域Technical field
本发明涉及结构振动控制技术领域,具体涉及一种适用于吊索多模态高频振动控制的频率和阻尼可调节防振锤及其安装方法。The present invention relates to the technical field of structural vibration control, and specifically relates to a frequency and damping adjustable anti-vibration hammer suitable for multi-mode high-frequency vibration control of slings and an installation method thereof.
背景技术Background technique
作为跨越能力最强的桥梁结构形式,悬索桥的设计和建造在近些年取得了巨大的成就,其在世界交通领域的应用变得更加广泛。随着桥梁跨度的不断提升,结构体系日趋轻柔,风敏感程度也逐渐提升。作为悬索桥重要承重构件,长吊索具有频率低、质量轻、阻尼小等特点,是典型的风敏感结构,其在风荷载作用下极易发生多种有害振动,长吊索振动问题是大跨度悬索桥设计和运维阶段重点关注的问题之一。频繁、大幅的吊索振动易引起吊索疲劳,并在索锚结合处萌生疲劳裂纹,缩短吊索的疲劳寿命,大幅吊索振动易引起索套开裂,从而造成吊索锈蚀,缩短其使用寿命。过大吊索振幅还会引起公众恐慌,产生不良的社会影响。As the bridge structure with the strongest spanning capacity, the design and construction of suspension bridges have made great achievements in recent years, and their applications in the world's transportation field have become more extensive. As bridge spans continue to increase, the structural system becomes increasingly softer and wind-sensitive. As an important load-bearing component of a suspension bridge, long slings have the characteristics of low frequency, light weight, and small damping. They are typical wind-sensitive structures. They are prone to various harmful vibrations under wind loads. The vibration problem of long slings is that of large spans. One of the key issues in the design and operation and maintenance stages of suspension bridges. Frequent and large vibrations of the sling can easily cause fatigue of the sling and cause fatigue cracks at the joints of the cable and anchor, shortening the fatigue life of the sling. Large vibrations of the sling can easily cause cracking of the sling, causing corrosion of the sling and shortening its service life. . Excessive sling amplitude will also cause public panic and produce adverse social effects.
调谐质量阻尼器(TMD)在结构减振控制中的应用越来越广泛,除了对于控制高层结构在地震、风等动力作用下的响应,对于大跨度结构产生的振动响应也已被证明有着良好的减振效果。现有的防振锤主要是将质量块固定在钢绞线的两端,利用TMD的原理来达到吊索减振的目的。为实现悬索桥长吊索高频振动的高效控制,中国专利2019101820975(发明名称为:多重调谐质量阻尼器及吊索减振方法)和中国专利2020115079007(发明名称为:一种用于索结构减振的多向多重调谐质量阻尼器)均通过在吊索上安装多个防振锤进行多模态减振控制。当结构产生振动时,悬挂在其上的防振锤通过相对运动吸收了振动能量,从而降低和消除了导线的振动。各种防振锤根据结构、重量和几何尺寸的不同,均具有一定的固有频率,但现有的防振锤存在频率和阻尼比调节困难,需沿吊索长度方向设置多个减振装置,减振装置易脱落等风险,难以实现对吊索多模态振动的长期高效控制。Tuned mass dampers (TMD) are increasingly used in structural vibration control. In addition to controlling the response of high-rise structures under the action of earthquakes, wind and other forces, they have also been proven to have good effects on the vibration response of long-span structures. vibration reduction effect. The existing anti-vibration hammer mainly fixes the mass block at both ends of the steel strand and uses the principle of TMD to achieve the purpose of sling vibration reduction. In order to achieve efficient control of high-frequency vibration of long slings in suspension bridges, Chinese Patent 2019101820975 (the name of the invention is: Multiple tuned mass dampers and sling vibration reduction method) and Chinese Patent 2020115079007 (the name of the invention is: A method for damping vibration of cable structures) The multi-directional multi-tuned mass dampers) all perform multi-modal vibration reduction control by installing multiple anti-vibration hammers on the slings. When the structure vibrates, the anti-vibration hammer suspended on it absorbs the vibration energy through relative motion, thereby reducing and eliminating the vibration of the wires. Various anti-vibration hammers have certain natural frequencies depending on their structure, weight, and geometric dimensions. However, existing anti-vibration hammers have difficulties in adjusting the frequency and damping ratio. Multiple vibration reduction devices need to be installed along the length of the sling. The vibration-absorbing device is prone to falling off and other risks, making it difficult to achieve long-term and efficient control of the multi-modal vibration of the sling.
发明内容Contents of the invention
本发明的目的就是为了克服上述现有技术存在的缺陷而提供一种适用于吊索多模态高频振动控制的频率和阻尼可调节防振锤及其安装方法,以解决现有吊索减振装置频率、阻尼调节困难,减振装置易脱落等问题。The purpose of the present invention is to overcome the above-mentioned shortcomings of the prior art and provide a frequency and damping adjustable anti-vibration hammer suitable for multi-mode high-frequency vibration control of slings and an installation method thereof, so as to solve the problem of reducing the existing slings. It is difficult to adjust the frequency and damping of the vibration device, and the vibration reduction device is easy to fall off.
本发明采用如下技术方案:The present invention adopts the following technical solutions:
一种适用于吊索多模态高频振动控制的频率和阻尼可调节防振锤,包括吊索夹具(1)以及调谐阻尼元件,吊索夹具(1)能够固定在吊索(3)上,调谐阻尼元件包括钢绞线夹具(5)、钢绞线(11)以及质量块(7),质量块(7)安装在钢绞线(11)上,而钢绞线(11)则通过钢绞线夹具(5)与吊索夹具(1)连接固定;所述的调谐阻尼元件设置为频率和阻尼比均可调节的调谐阻尼元件,且所述的调谐阻尼元件中,钢绞线(11)在钢绞线夹具(5)的两侧均各自安装有一个质量块(7);A frequency and damping adjustable anti-vibration hammer suitable for multi-modal high-frequency vibration control of slings, including a sling clamp (1) and a tuned damping element. The sling clamp (1) can be fixed on the sling (3) , the tuned damping elements include the steel strand clamp (5), the steel strand (11) and the mass block (7). The mass block (7) is installed on the steel strand (11), and the steel strand (11) passes through The steel strand clamp (5) is connected and fixed to the sling clamp (1); the tuning damping element is set as a tuning damping element with adjustable frequency and damping ratio, and among the tuning damping elements, the steel strand ( 11) A mass block (7) is installed on both sides of the steel strand clamp (5);
每一个质量块(7)在整体上均呈圆柱形设置,并分为两段,对应为第一、第二质量块分体;第一质量块分体靠近钢绞线夹具(5)设置并沿中部位置设有U形凹槽,且U形凹槽的两侧臂通过防落组件与钢绞线夹具(5)连接;第二质量块分体远离钢绞线夹具(5)设置,且第二质量块分体沿着轴线设有钢绞线通孔(9),同时第二质量块分体具有与钢绞线通孔(9)贯通的侧向螺栓孔(8);Each mass block (7) is arranged in a cylindrical shape as a whole and is divided into two sections, corresponding to the first and second mass block splits; the first mass block split is arranged close to the steel strand clamp (5) and A U-shaped groove is provided along the middle position, and the arms on both sides of the U-shaped groove are connected to the steel strand clamp (5) through the anti-fall component; the second mass block is separated and set away from the steel strand clamp (5), and The second mass block body is provided with a steel strand through hole (9) along the axis, and the second mass block body is provided with a lateral bolt hole (8) that penetrates the steel strand through hole (9);
钢绞线穿过钢绞线通孔(9)设置,并通过装配在侧向螺栓孔(8)中的侧向固定螺栓固定;The steel strand is set through the steel strand through hole (9) and fixed by the lateral fixing bolts assembled in the lateral bolt holes (8);
各质量块(7)上所设置的U形凹槽的深度根据所需质心位置的不同来确定。The depth of the U-shaped groove provided on each mass block (7) is determined according to the required center of mass position.
优选地,吊索夹具(1)的弯曲弧度与吊索(3)的直径相一致,使得两者能够可靠固定,保证调谐阻尼元件工作的稳定性。Preferably, the bending arc of the sling clamp (1) is consistent with the diameter of the sling (3), so that the two can be reliably fixed and ensure the stability of the tuning damping element.
优选地,吊索夹具(1)与钢绞线夹具(5)之间通过盖板(4)连接,盖板(4)的刚度足以保证吊索夹具(1)和钢绞线夹具(5)可靠固定。Preferably, the sling clamp (1) and the steel strand clamp (5) are connected through a cover plate (4), and the rigidity of the cover plate (4) is sufficient to ensure that the sling clamp (1) and the steel strand clamp (5) Reliable fixation.
优选地,所述防落组件包括钢丝,U形凹槽的两侧臂设有对穿的两个防落孔(10);钢丝的一端与吊索夹具(1)缠绕固定,另一端横穿两个防落孔(10)后,与吊索夹具缠绕固定。Preferably, the anti-fall component includes a steel wire, and two anti-fall holes (10) are provided on both sides of the U-shaped groove; one end of the steel wire is wound and fixed with the sling clamp (1), and the other end crosses the sling clamp (1). After the two anti-drop holes (10) are wound, they are fixed with the sling clamp.
优选地,质量块(7)的质量以及质量块(7)与钢绞线夹具(5)之间的距离根据吊索的实际振动模态进行调节,使防振锤的振动频率与吊索的面内外振动控制频率相适应。Preferably, the mass of the mass block (7) and the distance between the mass block (7) and the steel strand clamp (5) are adjusted according to the actual vibration mode of the sling, so that the vibration frequency of the anti-vibration hammer is consistent with that of the sling. The vibration control frequency inside and outside the plane is suitable.
优选地,根据吊索的实测振动模态,钢绞线(11)外部包裹阻尼涂层对阻尼比进行优化设计,进而使吊索的振动模态阻尼比大于0.5%。Preferably, according to the measured vibration mode of the sling, the steel strand (11) is wrapped with a damping coating to optimize the damping ratio design, so that the vibration mode damping ratio of the sling is greater than 0.5%.
本发明的另一个技术目的是提供一种适用于吊索多模态高频振动控制的频率和阻尼可调节防振锤的安装方法,包括如下步骤:Another technical purpose of the present invention is to provide an installation method of frequency and damping adjustable anti-vibration hammer suitable for multi-mode high-frequency vibration control of slings, which includes the following steps:
步骤一、对需要进行振动控制的吊索开展长期健康监测,获取吊索振动实测数据,并对所获得的吊索振动实测数据进行分析以确定吊索的实际振动模态;Step 1: Carry out long-term health monitoring of the slings that require vibration control, obtain the measured vibration data of the slings, and analyze the obtained measured vibration data of the slings to determine the actual vibration modes of the slings;
步骤二、根据吊索振动的模态数量选取防振锤的安装高度和所需的调谐阻尼元件的数量;Step 2: Select the installation height of the anti-vibration hammer and the number of required tuned damping elements according to the number of vibration modes of the sling;
步骤三、建立吊索 防振锤耦合系统的特征方程,并计算出吊索振动模态的附加模态阻尼比;Step 3: Establish the characteristic equation of the sling-anti-vibration hammer coupling system, and calculate the additional modal damping ratio of the sling vibration mode;
步骤四、采用粒子群优化算法,优化防振锤中各个调谐阻尼元件的最优频率比和最优阻尼比,使吊索振动模态的附加模态阻尼比大于0.5%;Step 4: Use the particle swarm optimization algorithm to optimize the optimal frequency ratio and optimal damping ratio of each tuned damping element in the anti-vibration hammer, so that the additional modal damping ratio of the sling vibration mode is greater than 0.5%;
步骤五、调节各个调谐阻尼元件和钢绞线夹具之间的钢绞线长度,以将各个调谐质量阻尼器频率比调节到位;Step 5: Adjust the length of the steel strand between each tuned damping element and the steel strand clamp to adjust the frequency ratio of each tuned mass damper in place;
步骤六、将调节好的防振锤安装在吊索上以对吊索进行振动控制;Step 6: Install the adjusted anti-vibration hammer on the sling to control the vibration of the sling;
步骤七、检验防振锤安装后是否达到吊索所需要的振动控制要求,假如检验结果表明未达到所需要的振动控制要求,则重复步骤一至六,直至检验结果达到吊索所需要的振动控制要求。Step 7. Check whether the anti-vibration hammer meets the vibration control requirements required by the sling after installation. If the inspection results show that the required vibration control requirements are not met, repeat steps 1 to 6 until the inspection results meet the vibration control requirements required by the sling. Require.
有益效果:Beneficial effects:
本发明将所述的调谐阻尼元件设置为装配式结构(质量块与钢绞线之间为可拆卸装配连接),因此,可以通过调节各质量块与钢绞线的安装位置,并根据所需质心位置的不同来设置质量块上U形凹槽的深度,从而实现调谐阻尼元件的频率、阻尼比调整,进而实现悬索桥长吊索多模态高频振动的高效控制,也可以实现吊索面内、面外多模态振动的协同控制。The present invention sets the tuning damping element into an assembled structure (the mass block and the steel strand are detachably assembled and connected). Therefore, the installation position of each mass block and the steel strand can be adjusted according to the needs. The depth of the U-shaped groove on the mass block is set by different positions of the center of mass, thereby adjusting the frequency and damping ratio of the tuning damping element, thereby achieving efficient control of multi-modal high-frequency vibration of long slings in suspension bridges, and also achieving the sling surface Cooperative control of in-plane and out-of-plane multi-modal vibrations.
具体地,本发明的防振锤相对于现有技术具有的优势体现在:Specifically, the advantages of the anti-vibration hammer of the present invention over the prior art are reflected in:
(1)本发明的防振锤由4个不同频率、不同阻尼比的调谐阻尼元件组成,每个调谐阻尼元件具有两个调谐频率,可以直接实现悬索桥长吊索多模态高频振动的高效控制;(1) The anti-vibration hammer of the present invention is composed of four tuned damping elements with different frequencies and different damping ratios. Each tuned damping element has two tuning frequencies, which can directly realize the high efficiency of multi-modal high-frequency vibration of long slings in suspension bridges. control;
(2)本发明的长吊索振动全装配式可调节防振锤在各个方向振动频率和阻尼比相同,可以实现吊索面内、面外多模态振动的协同控制;(2) The long sling vibration fully assembled adjustable anti-vibration hammer of the present invention has the same vibration frequency and damping ratio in all directions, and can realize coordinated control of the in-plane and out-of-plane multi-modal vibration of the sling;
(3)本发明的吊索多模态高频振动控制可调节防振锤的频率和阻尼比均连续可调,可以实现吊索多模态高频振动的最优控制,解决了传统的防振锤频率和阻尼比不可调节的问题;(3) The frequency and damping ratio of the adjustable anti-vibration hammer of the multi-modal high-frequency vibration control of the sling of the present invention are continuously adjustable, which can realize the optimal control of the multi-modal high-frequency vibration of the sling and solve the traditional anti-vibration problem. The vibration hammer frequency and damping ratio cannot be adjusted;
(4)本发明安装工艺简单、装配要求低,基本不影响桥梁外观,很大程度上减少了长吊索保护措施的制作和安装成本;(4) The installation process of the present invention is simple, the assembly requirements are low, the appearance of the bridge is basically not affected, and the manufacturing and installation costs of long sling protection measures are greatly reduced;
(5)本发明具有可靠性高、耐久性好、减振效果明显等优点,特别适合用在长吊索所要求疲劳寿命长且不易维护的工作环境,具有广泛的工程应用前景。(5) The present invention has the advantages of high reliability, good durability, and obvious vibration reduction effect. It is particularly suitable for use in working environments where long slings require long fatigue life and are difficult to maintain, and has broad engineering application prospects.
附图说明Description of the drawings
图1为吊索多模态高频振动控制可调节防振锤的结构示意图;Figure 1 is a schematic structural diagram of an adjustable anti-vibration hammer for multi-modal high-frequency vibration control of a sling;
图2为可调节防振锤的吊索夹具示意图;Figure 2 is a schematic diagram of the sling clamp of the adjustable anti-vibration hammer;
图3为可调节防振锤的盖板示意图;Figure 3 is a schematic diagram of the cover of the adjustable anti-vibration hammer;
图4为可调节防振锤的钢绞线夹具示意图;Figure 4 is a schematic diagram of the steel strand clamp with adjustable anti-vibration hammer;
图5为可调节防振锤的质量块示意图;Figure 5 is a schematic diagram of the mass block of the adjustable anti-vibration hammer;
图6为可调节防振锤的工作流程图;Figure 6 is the workflow diagram of the adjustable anti-vibration hammer;
附图标记:Reference signs:
1-吊索夹具;2-螺栓口;3-吊索;4-盖板;5-钢绞线夹具;6-钢绞线预留孔;7-质量块;8-侧向螺栓孔;9-钢绞线通孔;10-防落孔;11-钢绞线;12-侧向固定螺栓。1-sling clamp; 2-bolt port; 3-sling; 4-cover plate; 5-steel strand clamp; 6-steel strand reserved hole; 7-mass block; 8-lateral bolt hole; 9 - Steel strand through hole; 10 - Anti-drop hole; 11 - Steel strand; 12 - Lateral fixing bolt.
具体实施方式Detailed ways
为使本发明实施例的目的和技术方案更加清楚,下面将结合本发明实施例的附图,对本发明实施例的技术方案进行清楚、完整地描述。显然,所描述的实施例是本发明的一部分实施例,而不是全部的实施例。In order to make the purpose and technical solutions of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the drawings of the embodiments of the present invention. Obviously, the described embodiments are some, but not all, of the embodiments of the present invention.
如图1所示,本实施例的一种适用于吊索多模态高频振动控制的频率和阻尼可调节防振锤及其安装方法,包括吊索夹具1、螺栓口2、盖板4、钢绞线夹具5、钢绞线预留孔6、质量块7、侧向螺栓孔8、钢绞线通孔9、防落孔10、钢绞线11、侧向固定螺栓12。As shown in Figure 1, this embodiment provides a frequency and damping adjustable anti-vibration hammer suitable for multi-modal high-frequency vibration control of slings and its installation method, including a sling clamp 1, a bolt port 2, and a cover plate 4 , steel strand clamp 5, steel strand reserved hole 6, mass block 7, lateral bolt hole 8, steel strand through hole 9, anti-fall hole 10, steel strand 11, lateral fixing bolt 12.
本实施例所述的吊索夹具1的两部分合并在吊索上,通过两侧的第一螺栓口2a处的紧固螺栓进行固定;所述钢绞线11穿过钢绞线夹具5的预留孔6,通过第五螺栓口2e和第六螺栓口2f处的防松螺栓对钢绞线11进行固定;所述的质量块7分别通过钢绞线通孔9穿过钢绞线11,并通过侧向固定螺栓12将其固定在钢绞线11的两端;所述的钢绞线夹具5放在与吊索夹具并列的位置,并将盖板的4个第三螺栓口2c与吊索夹具1的第二螺栓口2b和钢绞线夹具5的第四螺栓口2d对齐,通过防松自锁螺栓进行固定。The two parts of the sling clamp 1 described in this embodiment are combined on the sling and fixed through the fastening bolts at the first bolt holes 2a on both sides; the steel strand 11 passes through the steel strand clamp 5 Reserve holes 6 to fix the steel strand 11 through the anti-loosening bolts at the fifth bolt port 2e and the sixth bolt port 2f; the mass block 7 passes through the steel strand 11 through the steel strand through holes 9 respectively. , and fix it to both ends of the steel strand 11 through lateral fixing bolts 12; the steel strand clamp 5 is placed in a parallel position with the sling clamp, and the four third bolt holes 2c of the cover plate are Align with the second bolt port 2b of the sling clamp 1 and the fourth bolt port 2d of the steel strand clamp 5, and fix it with an anti-loosening self-locking bolt.
本实施例所述的钢绞线11采用填充型环氧涂层钢绞线,钢绞线承受200万次0.45fptk~(0.45fptk-360MPa)循环载荷后无断丝。疲劳试验后对钢绞线作静强度拉伸试验,最小张拉应力不低于0.95fptk。The steel strand 11 described in this embodiment adopts filled epoxy-coated steel strand, and the steel strand has no wire breakage after withstanding 2 million times of 0.45f ptk ~ (0.45f ptk -360MPa) cyclic load. After the fatigue test, perform a static strength tensile test on the steel strand, and the minimum tensile stress shall not be less than 0.95f ptk .
本实施例所述的适用于吊索多模态高频振动控制的频率和阻尼可调节防振锤安装在距离吊索下锚固端2 m ~ 5 m的位置。The frequency and damping adjustable anti-vibration hammer described in this embodiment, which is suitable for multi-modal high-frequency vibration control of the sling, is installed at a position 2 m to 5 m away from the lower anchoring end of the sling.
本实施例所述的4个质量块7的质量以及质量块7与钢绞线夹具5之间的距离根据吊索的实际振动模态进行调节,使得每个阻尼元件的振动频率与吊索的面内外振动控制频率相适应。The masses of the four mass blocks 7 described in this embodiment and the distance between the mass block 7 and the steel strand clamp 5 are adjusted according to the actual vibration mode of the sling, so that the vibration frequency of each damping element is consistent with that of the sling. The vibration control frequency inside and outside the plane is suitable.
本实施例所述的4个质量块7根据吊索的实测振动模态,对钢绞线11包裹不同厚度的水性阻尼涂料取代防腐涂层,来对其阻尼比进行优化设计,使吊索振动模态的模态阻尼比大于0.5%。According to the measured vibration mode of the sling, the four mass blocks 7 described in this embodiment wrap the steel strand 11 with water-based damping coatings of different thicknesses instead of the anti-corrosion coating to optimize the damping ratio design to make the sling vibrate. The modal damping ratio of the mode is greater than 0.5%.
如图2所示,吊索夹具1的弯曲弧度与吊索的直径相一致,使两者能够完美结合,保证调谐阻尼元件工作的稳定性。As shown in Figure 2, the bending arc of the sling clamp 1 is consistent with the diameter of the sling, so that the two can be perfectly combined to ensure the stability of the tuning damping element.
如图3所示,盖板4的厚度应为2 mm ~ 3 mm,并具有较高的刚度,以保证吊索夹具1和钢绞线夹具5可靠固定。As shown in Figure 3, the thickness of the cover plate 4 should be 2 mm ~ 3 mm and have high stiffness to ensure that the sling clamp 1 and the steel strand clamp 5 are reliably fixed.
如图4所示,钢绞线夹具5的弯曲弧度应为钢绞线11的直径,使钢绞线11可以顺利穿过,并通过螺栓口2e和2f处的防松自锁螺栓对钢绞线11进行固定。As shown in Figure 4, the bending arc of the steel strand clamp 5 should be the diameter of the steel strand 11, so that the steel strand 11 can pass through smoothly and lock the steel strand through the anti-loosening self-locking bolts at the bolt ports 2e and 2f. Line 11 is fixed.
如图5所示,所述的质量块7的质量采用5 ~ 10kg;所述的质量块7根据所需质心位置的不同,顶部开出不同深度的凹槽;底部设置通孔,以便钢绞线顺利穿过;侧面进行开孔,以便质量块7穿过钢绞线11后,通过螺栓对其进行固定;所述的质量块7通过在防落孔10中横穿钢丝,并将钢丝缠绕在吊索夹具上,防止质量块7在吊索振动过程中松动导致坠落。As shown in Figure 5, the mass of the mass block 7 is 5 ~ 10kg; the top of the mass block 7 has grooves of different depths according to the required center of mass position; a through hole is provided at the bottom to facilitate the steel stranding The wire passes through smoothly; holes are made on the side so that the mass block 7 passes through the steel strand 11 and is fixed with bolts; the mass block 7 is passed across the steel wire in the anti-fall hole 10 and the steel wire is wound On the sling clamp, prevent the mass block 7 from loosening and causing falling during the vibration of the sling.
如图6所示,本实施例的工作步骤如下:As shown in Figure 6, the working steps of this embodiment are as follows:
① 对需要进行振动控制的吊索开展长期健康监测,获取吊索振动实测数据,并对数据进行分析以确定吊索的实际振动模态;① Carry out long-term health monitoring of slings that require vibration control, obtain measured vibration data of the slings, and analyze the data to determine the actual vibration modes of the slings;
② 根据吊索振动的模态数量选取防振锤的优选安装高度和所需调谐阻尼元件的数量;② Select the optimal installation height of the anti-vibration hammer and the number of required tuned damping elements according to the number of modes of sling vibration;
③ 建立吊索-防振锤耦合系统的特征方程,当计算吊索振动模态的附加模态阻尼比;③ Establish the characteristic equation of the sling-anti-vibration hammer coupling system to calculate the additional modal damping ratio of the sling vibration mode;
④ 采用粒子群优化算法,优化防振锤中各个调谐阻尼元件的最优频率比和最优阻尼比,使吊索振动模态的附加模态阻尼比大于0.5%;④ Use particle swarm optimization algorithm to optimize the optimal frequency ratio and optimal damping ratio of each tuned damping element in the anti-vibration hammer, so that the additional modal damping ratio of the sling vibration mode is greater than 0.5%;
⑤ 调节各个调谐阻尼元件和钢绞线夹具之间的钢绞线长度,实现各个调谐质量阻尼器频率比的调节;⑤ Adjust the length of the steel strand between each tuned damping element and the steel strand clamp to adjust the frequency ratio of each tuned mass damper;
⑥ 将调节好的防振锤安装在吊索上进行振动控制;⑥ Install the adjusted anti-vibration hammer on the sling for vibration control;
⑦ 检验该减振装置安装后是否达到吊索所需要的振动控制要求。⑦ Check whether the vibration reduction device meets the vibration control requirements required by the sling after installation.
本实施例中需要注意以下几个方面:The following aspects need to be noted in this embodiment:
一、减振装置中的所有质量块及其附属紧固螺栓应进行定期检查,避免松动导致质量块滑动,必要时可以对在螺栓拧紧后进行焊接处理;1. All mass blocks and their attached fastening bolts in the vibration damping device should be inspected regularly to avoid looseness causing the mass block to slide. If necessary, welding can be performed after the bolts are tightened;
二、质量块到吊索的距离需大于质量块的振动幅值,避免质量块与吊索发生碰撞;2. The distance between the mass block and the sling must be greater than the vibration amplitude of the mass block to avoid collision between the mass block and the sling;
三、当一组减振装置不够控制吊索的所有振动模态时,可以沿吊索长度方向增设减振装置。3. When a set of damping devices is not enough to control all vibration modes of the sling, additional damping devices can be added along the length of the sling.
以上所述,仅为本发明较佳的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,可轻易想到的变化或替换,都应涵盖在本发明的保护范围之内。因此,本发明的保护范围应该以权利要求的保护范围为准。The above are only preferred specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto. Any person familiar with the technical field can easily think of changes or modifications within the technical scope disclosed in the present invention. All substitutions are within the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the protection scope of the claims.
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