CN201909738U - Fatigue test device of large-scale bellows component - Google Patents
Fatigue test device of large-scale bellows component Download PDFInfo
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- CN201909738U CN201909738U CN2010206619328U CN201020661932U CN201909738U CN 201909738 U CN201909738 U CN 201909738U CN 2010206619328 U CN2010206619328 U CN 2010206619328U CN 201020661932 U CN201020661932 U CN 201020661932U CN 201909738 U CN201909738 U CN 201909738U
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Abstract
本实用新型涉及疲劳试验领域,具体为一种大型波纹管构件的疲劳试验装置,能够满足大型发电机组实际工况下母线构件疲劳性能,解决现有技术中存在的样品无法装夹到试验机上,试验结果不准确等问题。该试验装置设有测力计、螺杆I、螺母I、十字梁I、螺杆II、螺母II、作动器、螺杆III、外固定片、波纹管、承力环、内固定片、限位螺母I、限位螺母II、螺杆IV、十字梁II,在波纹管构件上下分别根据构件不同选取不同厚度的承力环作为支架,与波纹管构件进行钻孔连接保证连接位置至少八处;十字梁根据波纹管构件不同,选取不同厚度尺寸的工字钢,十字梁的中间位置连接试验机夹具,十字梁的两端位置连接承力环,既保证了强度又方便安装。
The utility model relates to the field of fatigue tests, in particular to a fatigue test device for large bellows components, which can meet the fatigue performance of busbar components under the actual working conditions of large generator sets, and solve the problem that samples in the prior art cannot be clamped on the testing machine. Inaccurate test results etc. The test device is equipped with a dynamometer, a screw I, a nut I, a cross beam I, a screw II, a nut II, an actuator, a screw III, an outer fixed piece, a bellows, a bearing ring, an inner fixed piece, and a limit nut. I. Limit nut II, screw rod IV, and cross beam II. On the top and bottom of the bellows member, load-bearing rings of different thicknesses are selected as supports according to the different components, and drilled to connect with the bellows member to ensure at least eight connection positions; the cross beam According to the different bellows components, I-beams with different thicknesses and sizes are selected. The middle position of the cross beam is connected to the fixture of the testing machine, and the two ends of the cross beam are connected to the bearing ring, which not only ensures the strength but also facilitates installation.
Description
技术领域technical field
本实用新型涉及疲劳试验领域,具体为一种大型波纹管构件的疲劳试验装置,能够满足大型发电机组实际工况下母线构件疲劳性能。The utility model relates to the field of fatigue tests, in particular to a fatigue test device for large bellows components, which can satisfy the fatigue performance of busbar components under the actual working conditions of large generator sets.
背景技术Background technique
当今中国已经成为电网规模最大的国家,电力技术已经取得了巨大的进步:中国百万千瓦超临界火力发电机组代表当今国际火力发电技术的最高水平;压水堆核燃料元件制造实现了国产化,性能指标达到世界同类水平;大型水轮发电机组的设计制造等关键技术获得突破,进入了产业化阶段,国产700兆瓦水轮发电机组达到国际先进水平;直流输电、串联电容补偿、同杆并架等技术在电网工程中得到推广应用,等等;由于电力技术的发展,许多新材料被应用发电机组上,但新材料能否应用于实际的工况,符合实际工况的要求是一个难题。国际上公认最准确的试验方法是对实物构件进行疲劳实验,对安全有较高要求的使役系统都有疲劳寿命的要求,但是目前对于母线外皮的试验寿命预测方法多采用试样取得S-N曲线,由S-N曲线对实际构件的寿命进行预测。Today, China has become the country with the largest power grid, and power technology has made great progress: China's million-kilowatt supercritical thermal power generation unit represents the highest level of international thermal power generation technology; the manufacture of pressurized water reactor nuclear fuel components has achieved localization, performance The indicators have reached the same level in the world; breakthroughs have been made in key technologies such as the design and manufacture of large-scale hydro-generator sets, and the industrialization stage has been entered; the domestically-made 700 MW hydro-generator set has reached the international advanced level; And other technologies have been popularized and applied in power grid engineering, etc.; due to the development of electric power technology, many new materials have been applied to generator sets, but it is a difficult problem whether new materials can be applied to actual working conditions and meet the requirements of actual working conditions. The most accurate test method recognized internationally is to carry out fatigue tests on physical components, and service systems with high safety requirements have fatigue life requirements. However, the current test life prediction methods for busbar sheaths mostly use samples to obtain S-N curves The life of the actual component is predicted from the S-N curve.
构件试验无法进行的原因主要有如下几点:试验的大型波纹管构件具体尺寸内径在1.8米以上、外径2.5米以上、波纹高度约0.4米左右,壁厚在0.03-0.05米左右,但是具体试验测试能力却只有100公斤左右,现有的试验机最宽试验空间在1.5米,样品无法装夹到试验机上,而试验空间大的试验机测量精度足以影响试验导致试验结果不准确,费用高昂一个样品要几十万元;试验的构件重量一般在300公斤以上,怎样保证均匀的加载,没有进行加载的夹具;母线构件疲劳性能的测试,目前国际上并无一个标准的方法。The main reasons why the component test cannot be carried out are as follows: the specific size of the large bellows component tested has an inner diameter of more than 1.8 meters, an outer diameter of more than 2.5 meters, a corrugation height of about 0.4 meters, and a wall thickness of about 0.03-0.05 meters. The test capacity is only about 100 kg. The widest test space of the existing testing machine is 1.5 meters, and the sample cannot be clamped on the testing machine. However, the measurement accuracy of the testing machine with a large test space is enough to affect the test, resulting in inaccurate test results and high costs. A sample costs hundreds of thousands of yuan; the weight of the test components is generally more than 300 kilograms, how to ensure uniform loading, there is no fixture for loading; there is currently no standard method for the fatigue performance of busbar components in the world.
实用新型内容Utility model content
本实用新型的目的在于提供一种能够满足大型发电机组实际工况下母线构件疲劳性能的大型波纹管构件的疲劳试验装置,解决现有技术中存在的样品无法装夹到试验机上,试验结果不准确等问题。The purpose of this utility model is to provide a fatigue test device for large bellows components that can meet the fatigue performance of busbar components under the actual working conditions of large generator sets, so as to solve the problem that the samples in the prior art cannot be clamped on the testing machine, and the test results are not accurate. Accuracy and other issues.
本实用新型的技术方案是:The technical scheme of the utility model is:
一种大型波纹管构件的疲劳试验装置,该试验装置设有测力计、螺杆I、螺母I、十字梁I、螺杆II、螺母II、作动器、螺杆III、外固定片、波纹管、承力环、内固定片、限位螺母I、限位螺母II、螺杆IV、十字梁II,具体结构如下:A fatigue test device for a large bellows component, the test device is equipped with a dynamometer, a screw I, a nut I, a cross beam I, a screw II, a nut II, an actuator, a screw III, an external stator, a bellows, Bearing ring, internal fixing piece, limit nut I, limit nut II, screw IV, cross beam II, the specific structure is as follows:
在波纹管两端的直口处内侧设置承力环,承力环的内侧分别通过内固定片连接十字梁I、十字梁II,波纹管两端的直口处外侧设置外固定片,外固定片、波纹管、承力环和内固定片通过螺杆III连接固定,位于波纹管内侧的两个十字梁:十字梁I和十字梁II平行上下设置,十字梁I或十字梁II与内固定片焊接,形成十字头夹具;十字梁I和十字梁II的中心分别穿设有螺杆I和螺杆IV,螺杆I的一端通过螺纹连接测力计,螺杆I于上部的十字梁I两侧紧固安装螺母I;螺杆IV的一端通过螺纹连接作动器,螺杆IV于下部的十字梁II两侧紧固安装螺母II。A load-bearing ring is arranged on the inner side of the straight mouth at both ends of the bellows, and the inner side of the bearing ring is respectively connected to the cross beam I and the cross beam II through the inner fixing piece, and the outer fixing piece is arranged on the outside of the straight mouth at both ends of the bellows, and the outer fixing piece, The bellows, the bearing ring and the internal fixing piece are connected and fixed by the screw rod III, and the two cross beams located inside the bellows: the cross beam I and the cross beam II are set up and down in parallel, and the cross beam I or the cross beam II is welded to the internal fixing piece, A crosshead fixture is formed; the centers of the cross beam I and the cross beam II are respectively pierced with a screw I and a screw IV, and one end of the screw I is threaded to connect the dynamometer, and the screw I fastens the mounting nut I on both sides of the upper cross beam I ; One end of the screw IV is threadedly connected to the actuator, and the screw IV tightens the mounting nut II on both sides of the lower cross beam II.
所述的大型波纹管构件的疲劳试验装置,波纹管两端的十字梁I和十字梁II之间连接有至少两个螺杆II,螺杆II平行、均布。In the fatigue test device for large bellows components, at least two screw rods II are connected between the cross beam I and the cross beam II at both ends of the bellows tube, and the screw rods II are parallel and evenly distributed.
所述的大型波纹管构件的疲劳试验装置,螺杆II于上部的十字梁I两侧紧固安装限位螺母I,螺杆II于下部的十字梁II两侧安装限位螺母II,限位螺母II与下部的十字梁II两侧之间留有3-5mm间隙。In the fatigue test device of the large-scale bellows member, the screw rod II is fastened on both sides of the upper cross beam I and the limit nut I is installed, the screw rod II is installed on both sides of the lower cross beam II, and the limit nut II is installed. There is a gap of 3-5mm between the two sides of the lower cross beam II.
所述的大型波纹管构件的疲劳试验装置,十字梁I和十字梁II为工字钢。In the fatigue test device for large bellows components, cross beam I and cross beam II are I-beams.
一种大型波纹管构件的疲劳试验方法,具体步骤如下:A fatigue test method for large bellows components, the specific steps are as follows:
(1)将波纹管构件套在试验机上,使试验机位于波纹管构件的空间;(1) Put the bellows component on the testing machine so that the testing machine is located in the space of the bellows component;
(2)将螺杆I穿过位于上部的十字梁I中心孔,螺杆I上的两个螺母I于十字梁I两侧连接固定,螺杆I的上端与测力计通过螺纹连接,通过螺杆III依次连接十字梁I端部焊接的内固定片、承力环、波纹管、外固定片,使上部的十字梁I与波纹管连接固定;(2) Pass the screw I through the center hole of the upper cross beam I, the two nuts I on the screw I are connected and fixed on both sides of the cross beam I, the upper end of the screw I is connected with the dynamometer through threads, and the screw III is sequentially Connect the internal fixing piece, bearing ring, bellows and outer fixing piece welded at the end of the cross beam I, so that the upper cross beam I is connected and fixed with the bellows;
(3)将螺杆IV穿过位于下部的十字梁II中心孔,螺杆IV上的两个螺母II于十字梁II两侧连接固定,螺母II调节到试验的控制位置;螺杆IV的下端与疲劳试验机的作动器通过螺纹连接;通过螺杆依次连接位于下部的十字梁II端部焊接的内固定片、承力环、波纹管、外固定片,使下部的十字梁II与波纹管连接固定;(3) Pass the screw IV through the center hole of the cross beam II at the lower part, and the two nuts II on the screw IV are connected and fixed on both sides of the cross beam II, and the nut II is adjusted to the control position of the test; the lower end of the screw IV and the fatigue test The actuator of the machine is connected by thread; through the screw rod, the inner fixed piece, the bearing ring, the bellows and the outer fixed piece welded at the end of the lower cross beam II are sequentially connected, so that the lower cross beam II and the bellows are connected and fixed;
(4)将十字梁I和十字梁II之间连接至少两个螺杆II,螺杆II平行、均布;将螺杆II于上部的十字梁I两侧紧固安装限位螺母I,螺杆II于下部的十字梁II两侧安装限位螺母II,限位螺母II与下部的十字梁II两侧之间留有3-5mm间隙;(4) Connect at least two screw rods II between the cross beam I and the cross beam II, the screw rods II are parallel and evenly distributed; fasten the screw rod II on both sides of the upper cross beam I and install the limit nut I, and the screw rod II is on the lower part Install the limit nut II on both sides of the cross beam II, and leave a gap of 3-5mm between the limit nut II and the two sides of the lower cross beam II;
(5)启动疲劳试验机的作动器,设定加载速率和加载幅度进行疲劳试验加载。(5) Start the actuator of the fatigue testing machine, set the loading rate and loading amplitude to carry out the fatigue test loading.
所述的大型波纹管构件的疲劳试验方法,在波纹管构件上下分别根据构件不同选取不同厚度的承力环作为支架,与波纹管构件进行钻孔连接保证连接位置至少八处,每处对称安排四套螺母、螺栓锁紧。In the fatigue test method of the large-scale bellows component, load-bearing rings of different thicknesses are selected as supports on the upper and lower sides of the bellows component according to the different components, and are drilled and connected with the bellows component to ensure that the connection positions are at least eight, and each place is arranged symmetrically. Four sets of nuts and bolts are locked.
本实用新型的有益效果是:The beneficial effects of the utility model are:
1、本实用新型将由S-N曲线对实际构件的寿命进行预测的试验方法改为实际构件的工况测试,由过去的预测变成本方法实际寿命,提高了测试结果的可信度,测试结果能得到国家同行的认可。取得S-N曲线需要加工26个左右的样品,试验时间最快也要45天,加工和试验费用在15万人民币左右;本实用新型试验方法只需要一个实际的构件,实验可以在1天内完成,经济效益显著。1. The utility model changes the test method of predicting the life of the actual component by the S-N curve into the working condition test of the actual component, and changes the past prediction into the actual life of the method, which improves the credibility of the test result, and the test result can Recognized by national counterparts. About 26 samples need to be processed to obtain the S-N curve, and the fastest test time is 45 days, and the cost of processing and testing is about 150,000 RMB; the test method of the utility model only needs one actual component, and the test can be completed within 1 day, which is economical The benefits are remarkable.
2、本实用新型采用试验机放入构件的空间,十字头夹具设有上下两组十字梁,在波纹管构件上下分别根据构件不同选取不同厚度的钢圈支架,与构件进行钻孔连接保证连接位置至少8处,每处对称安排四套螺母、螺杆锁紧;十字梁根据构件不同选取不同厚度尺寸的工字钢,中间位置连接试验机夹具,两端位置连接加载钢圈,即保证了强度又方便安装。为保证均匀加载的定位装置,在每组对应的十字梁夹具工字钢的末端相同位置钻孔,上部用两个螺母固定长螺杆,下部将两螺母调节到试验的控制位置,可以保证均匀的加载。2. The utility model adopts the testing machine to be put into the space of the component, and the crosshead fixture is provided with two sets of cross beams at the upper and lower sides, and steel ring brackets of different thicknesses are selected on the upper and lower sides of the bellows component according to the different components, and are drilled and connected with the component to ensure the connection. There are at least 8 positions, and four sets of nuts and screws are arranged symmetrically for each position to be locked; I-beams of different thicknesses and sizes are selected for the cross beam according to different components, the middle position is connected to the fixture of the testing machine, and the two ends are connected to the loading steel ring, which ensures the strength. And easy to install. In order to ensure uniform loading of the positioning device, holes are drilled at the same position at the end of the I-beam of each group of corresponding cross beam fixtures. The upper part uses two nuts to fix the long screw rod, and the lower part adjusts the two nuts to the control position of the test, which can ensure uniform loading. load.
附图说明Description of drawings
图1为本实用新型大型波纹管构件的疲劳试验装置示意图。Figure 1 is a schematic diagram of a fatigue test device for a large bellows component of the present invention.
图中,1测力计;2螺杆I;3螺母I;4十字梁I;5螺杆II;6螺母II;7作动器;8螺杆III;9外固定片;10波纹管;11承力环(钢圈);12内固定片;13限位螺母I;14限位螺母II;15螺杆IV;16十字梁II。In the figure, 1 dynamometer; 2 screw rod I; 3 nut I; 4 cross beam I; 5 screw rod II; 6 nut II; 7 actuator; 8 screw rod III; Ring (steel ring); 12 internal fixed piece; 13 limit nut I; 14 limit nut II; 15 screw rod IV; 16 cross beam II.
具体实施方式Detailed ways
如图1所示,本实用新型大型波纹管构件的疲劳试验装置主要包括:测力计1、螺杆I2、螺母I3、十字梁I4、螺杆II5、螺母II6、作动器7、螺杆III8、外固定片9、波纹管(铝合金)10、承力环(钢圈)11、内固定片12、限位螺母I13、限位螺母II14、螺杆IV15、十字梁II16等,具体结构如下:As shown in Figure 1, the fatigue test device of the large bellows component of the present invention mainly includes: dynamometer 1, screw rod I2, nut I3, cross beam I4, screw rod II5, nut II6, actuator 7, screw rod III8, outer
在波纹管10两端的直口处内侧设置承力环11,承力环11的内侧分别通过内固定片12连接十字梁I4、十字梁II16,波纹管10两端的直口处外侧设置外固定片9,外固定片9、波纹管10、承力环11和内固定片12通过螺杆III8连接固定,位于波纹管10内侧的两个十字梁:十字梁I4和十字梁II16平行上下设置,十字梁I4或十字梁II16与内固定片12焊接,形成十字头夹具。十字梁I4和十字梁II16的中心分别穿设有螺杆I2和螺杆IV15,螺杆I2的一端通过螺纹连接测力计1,螺杆I2于上部的十字梁I4两侧紧固安装螺母I3;螺杆IV15的一端通过螺纹连接作动器7,螺杆IV15于下部的十字梁II16两侧紧固安装螺母II6。A bearing ring 11 is arranged on the inner side of the straight mouth at both ends of the
本实施例中,波纹管10两端的十字梁I4和十字梁II16之间连接有螺杆II5,螺杆II5为四个平行、对称设置。螺杆II5于上部的十字梁I4两侧紧固安装限位螺母I13,螺杆II5于下部的十字梁II16两侧安装限位螺母II14,限位螺母II14与下部的十字梁II16两侧之间留有间隙(3-5mm)。In this embodiment, a screw II5 is connected between the cross beam I4 and the cross beam II16 at both ends of the
本实施例中,波纹管的牌号可以为ZL102。In this embodiment, the grade of the bellows can be ZL102.
本实施例中,十字梁I4和十字梁II16可以为工字钢。In this embodiment, the cross beam I4 and the cross beam II16 can be I-beams.
本实施例中,大型波纹管构件的疲劳试验方法具体如下:In this embodiment, the fatigue test method of the large bellows component is specifically as follows:
(1)采用INSTRON 8801横梁可升降疲劳试验机,将波纹管10构件套在试验机上,使试验机位于波纹管10构件的空间;(1) Using INSTRON 8801 crossbeam liftable fatigue testing machine, put the
(2)将螺杆I2穿过位于上部的十字梁I4中心孔,螺杆I2上的两个螺母I3于十字梁I4两侧连接固定,螺杆I2的上端与测力计1通过螺纹连接,通过螺杆III8依次连接十字梁I4端部焊接的内固定片12、承力环11、波纹管10、外固定片9,使上部的十字梁I4与波纹管10连接固定;(2) Pass the screw I2 through the center hole of the upper cross beam I4, the two nuts I3 on the screw I2 are connected and fixed on both sides of the cross beam I4, the upper end of the screw I2 is threaded with the dynamometer 1, and the screw III8 Connect the
(3)将螺杆IV15穿过位于下部的十字梁II16中心孔,螺杆IV15上的两个螺母II6于十字梁II16两侧连接固定,螺母II6调节到试验的控制位置;螺杆IV15的下端与疲劳试验机的作动器7通过螺纹连接;与位于上部的十字梁I4相同,通过螺杆依次连接位于下部的十字梁II端部焊接的内固定片、承力环、波纹管、外固定片,使下部的十字梁II16与波纹管10连接固定;(3) Pass the screw rod IV15 through the center hole of the cross beam II16 located at the lower part, and the two nuts II6 on the screw rod IV15 are connected and fixed on both sides of the cross beam II16, and the nut II6 is adjusted to the control position of the test; the lower end of the screw rod IV15 and the fatigue test The actuator 7 of the machine is connected by thread; it is the same as the cross beam I4 at the upper part, and the inner fixed piece, bearing ring, bellows, and outer fixed piece welded at the end of the cross beam II at the lower part are sequentially connected through the screw rod, so that the lower part The cross beam II16 is connected and fixed with the
(4)将十字梁I4和十字梁II16之间连接螺杆II5,螺杆II5为四个平行、对称设置;将螺杆II5于上部的十字梁I4两侧紧固安装限位螺母I13,螺杆II5于下部的十字梁II16两侧安装限位螺母II14,限位螺母II14与下部的十字梁II16两侧之间留有间隙(3-5mm)。(4) Connect the screw rod II5 between the cross beam I4 and the cross beam II16, and the screw rod II5 is four parallel and symmetrically arranged; fasten the screw rod II5 on both sides of the upper cross beam I4 and install the limit nut I13, and the screw rod II5 is on the lower part Limit nut II14 is installed on both sides of the cross beam II16, and there is a gap (3-5mm) between the limit nut II14 and the cross beam II16 both sides of the bottom.
(5)启动疲劳试验机的作动器7,设定加载速率和加载幅度进行疲劳试验加载。(5) Start the actuator 7 of the fatigue testing machine, set the loading rate and loading amplitude to carry out fatigue test loading.
本实施例中,在波纹管10构件上下分别根据构件不同选取不同厚度的承力环11(钢圈)作为支架,与波纹管10构件进行钻孔连接保证连接位置至少八处,每处对称安排四套螺母、螺栓锁紧;十字梁根据波纹管10构件不同,选取不同厚度尺寸的工字钢,十字梁的中间位置连接试验机夹具,十字梁的两端位置连接承力环11(钢圈),即保证了强度又方便安装。In this embodiment, load-bearing rings 11 (steel rings) of different thicknesses are selected as supports on the top and bottom of the
由试验结果形成试验数据和报告,本实施例的试验数据如下:Form test data and report by test result, the test data of the present embodiment is as follows:
例如,对某大型构件的疲劳试验,位移加载幅度10.5mm,要求记录位移对应力的数据曲线,实验后目视检查构件表面有无明显裂纹。For example, for the fatigue test of a large component, the displacement loading amplitude is 10.5mm, and the data curve of displacement versus stress is required to be recorded. After the experiment, visually check whether there are obvious cracks on the surface of the component.
由试验数据可以看出:在设计要求的极限位移情况下,构件的受力只有2000N左右,对于50000N的试验机这个力刚好在测量要求的下限,满足对力测量的要求,能提供设计要求的位移力曲线。It can be seen from the test data that in the case of the limit displacement required by the design, the force of the component is only about 2000N. For the testing machine of 50000N, this force is just at the lower limit of the measurement requirement, which meets the requirements for force measurement and can provide the design requirements. Displacement force curve.
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