CN202928893U - A bending stiffness testing device - Google Patents
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- 238000005452 bending Methods 0.000 title claims abstract description 27
- 238000012360 testing method Methods 0.000 title abstract description 21
- 229910052573 porcelain Inorganic materials 0.000 claims abstract description 50
- 238000004873 anchoring Methods 0.000 claims abstract description 28
- 238000009434 installation Methods 0.000 claims description 17
- 238000005259 measurement Methods 0.000 abstract description 11
- 238000012423 maintenance Methods 0.000 abstract description 2
- 238000010998 test method Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 17
- 229910000831 Steel Inorganic materials 0.000 description 16
- 239000010959 steel Substances 0.000 description 16
- 238000005303 weighing Methods 0.000 description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 3
- 239000000919 ceramic Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Abstract
Description
技术领域 technical field
本实用新型属于试验装置领域,具体涉及一种弯曲刚度测试装置。The utility model belongs to the field of test devices, in particular to a bending stiffness test device.
背景技术 Background technique
我国电力设施抗震设计规范将法兰连接作为弹性连接处理,要求法兰的弯曲刚度,当法兰与瓷套管胶装时,其抗弯刚度为:The anti-seismic design code of power facilities in my country treats the flange connection as an elastic connection, and requires the bending stiffness of the flange. When the flange is glued to the porcelain casing, the bending stiffness is:
公式(1)中,dc是瓷套管胶装部位外径(m);hc是瓷套管与法兰胶装高度(m);te为法兰与瓷套管之间的胶装厚度(m),β为抗弯刚度计算系数,其值为β=6.54×107。In the formula (1), d c is the outer diameter of the cemented part of the porcelain bushing (m); h c is the height of the cemented joint between the porcelain bushing and the flange (m); t e is the glue between the flange and the porcelain bushing Packing thickness (m), β is the calculation coefficient of bending stiffness, and its value is β=6.54×10 7 .
该公式物理概念虽然比较清晰,基本能反映高压电气设备法兰-瓷套管连接部位的力学特点,但特高压电气设备瓷套管胶装部位外径、瓷套管与法兰胶装高度、以及法兰与瓷套管之间的间隙距离与普通高压电气设备的这些参数差异很大,导致特高压电气设备法兰胶装部位的弯曲刚度与理论计算值差异较大。为了得到特高压电气设备瓷套管-法兰连接的精确抗弯刚度,需要对特高压电气设备法兰胶装部位的弯曲刚度进行测试,为此,需要研制一套能够准确测量瓷套管-法兰胶状部位弯曲刚度的试验装置。Although the physical concept of this formula is relatively clear, it can basically reflect the mechanical characteristics of the flange-porcelain bushing joint of high-voltage electrical equipment. And the gap distance between the flange and the porcelain bushing is very different from these parameters of ordinary high-voltage electrical equipment, resulting in a large difference between the bending stiffness of the flange glued part of UHV electrical equipment and the theoretical calculation value. In order to obtain the precise bending stiffness of the porcelain bushing-flange connection of UHV electrical equipment, it is necessary to test the bending stiffness of the flange glued parts of UHV electrical equipment. For this reason, it is necessary to develop a set that can accurately measure the porcelain bushing- Test device for the bending stiffness of the gel-like part of the flange.
发明内容 Contents of the invention
本实用新型目的在于提供一套测试特高压电气设备法兰胶装部位的弯曲刚度的试验装置,装置可以准确的测量特高压电气设备法兰胶装部位的弯曲刚度,解决了由于理论计算误差较大,给特高压电气设备的安全稳定运行带来的问题。The purpose of the utility model is to provide a set of test devices for testing the bending stiffness of the flange glued parts of UHV electrical equipment. Large, which brings problems to the safe and stable operation of UHV electrical equipment.
为实现上述发明目的,本实用新型采取的技术方案为:For realizing above-mentioned purpose of the invention, the technical scheme that the utility model takes is:
一种弯曲刚度测试装置,所述装置包括锚固系统、支撑系统、加载系统和测量系统,其改进之处在于:A bending stiffness testing device, the device includes an anchor system, a support system, a loading system and a measurement system, the improvements of which are:
所述锚固系统包括设置于地面的地槽,与地面平行放置的锚固板,用于锚固所述锚固板的锚杆和锚固螺栓;The anchor system includes a trough arranged on the ground, an anchor plate placed parallel to the ground, an anchor rod and an anchor bolt for anchoring the anchor plate;
所述支撑系统包括∏型支撑框架和锚固于所述支撑框架的一字型支撑主梁;The support system includes a Π-shaped support frame and an in-line support main beam anchored to the support frame;
所述加载系统包括锚固于所述支撑主梁上的加载支架,传递加载力的钢丝绳,秤盘和加载块;The loading system includes a loading bracket anchored on the supporting main beam, a steel wire rope for transmitting loading force, a weighing pan and a loading block;
所述测量系统包括两端分别连接所述钢丝绳的电子吊秤和位于瓷套管胶状处的千分表。The measuring system includes an electronic hanging scale connected to the steel wire rope at both ends and a dial gauge located at the glued part of the porcelain casing.
其中:所述锚固板的表面为矩形,所述矩形四个直角处分别设置锚固孔,所述锚固孔尺寸与锚杆尺寸过盈配合;所述锚杆的下端设有锤形卡块,所述卡块与所述地槽配合使用。Wherein: the surface of the anchoring plate is rectangular, anchoring holes are respectively set at the four right angles of the rectangle, and the size of the anchoring hole is in interference fit with the size of the anchor rod; the lower end of the anchor rod is provided with a hammer-shaped block, so The clamping block is used in conjunction with the ground trough.
其中:所述∏型支撑框架沿中心轴呈左右对称结构,所述支撑主梁的两端分别固定于∏型支撑框架中心轴线位置支撑框架下表面处。Wherein: the Π-shaped supporting frame has a left-right symmetrical structure along the central axis, and the two ends of the supporting main beam are respectively fixed on the lower surface of the supporting frame at the central axis of the Π-shaped supporting frame.
其中:所述秤盘和电子吊秤之间通过回形钢丝绳相连接,所述钢丝绳通过加载支架得到支撑;所述电子吊秤和瓷套管顶部之间通过回形钢丝绳相连接。Wherein: the weighing pan and the electronic crane scale are connected by a return-shaped steel wire rope, and the steel wire rope is supported by a loading bracket; the electronic crane scale and the top of the porcelain casing are connected by a return-shaped steel wire rope.
其中:所述钢丝绳以加载支架为拐点,与所述秤盘连接段垂直于地面,与所述电子吊秤连接段平行于地面。Wherein: the steel wire rope takes the loading bracket as an inflection point, the connection section with the weighing pan is perpendicular to the ground, and the connection section with the electronic crane scale is parallel to the ground.
其中:所述电子吊秤和瓷套管顶部之间的钢丝绳平行于地面。Wherein: the wire rope between the electronic crane scale and the top of the porcelain casing is parallel to the ground.
其中:所述上锚固板和下锚固板的板面设有不同型式的孔,所述孔的布置与所述瓷套管孔的布置相对应的锚固板,位于所述锚固系统的上部。Wherein: the surface of the upper anchor plate and the lower anchor plate are provided with different types of holes, and the arrangement of the holes corresponds to the arrangement of the holes of the porcelain casing. The anchor plate is located at the upper part of the anchor system.
由于采用了上述技术方案,与现有技术相比,本实用新型的有益效果包括:Due to the above-mentioned technical solution, compared with the prior art, the beneficial effects of the utility model include:
1)本实用新型测量装置可以精确的测量法兰的胶装部位的弯曲刚度1) The measuring device of the utility model can accurately measure the bending stiffness of the glued part of the flange
测量装置包括锚固系统、支撑系统、加载系统和测量系统,装置可以准确的测量法兰胶装部位的弯曲刚度;The measuring device includes an anchoring system, a supporting system, a loading system and a measuring system, and the device can accurately measure the bending stiffness of the glued parts of the flange;
2)测量装置可以测量瓷套管的变形量,可以检验瓷套管的强度;2) The measuring device can measure the deformation of the porcelain bushing and check the strength of the porcelain bushing;
3)测量装置稳定性高,能够保证试验数据的重复性,且装置维护成本低,易于操作;3) The measuring device has high stability, can ensure the repeatability of test data, and the device has low maintenance cost and is easy to operate;
附图说明 Description of drawings
下面结合附图对本实用新型进一步说明。Below in conjunction with accompanying drawing, the utility model is further described.
图1是测试装置整体示意图;Fig. 1 is the overall schematic diagram of testing device;
图2是测试装置侧视图;Fig. 2 is a side view of the testing device;
图3是测试装置侧视图A-A截面图;Fig. 3 is a side view A-A sectional view of the testing device;
图4是测试装置侧视图B-B截面图;Fig. 4 is a side view B-B sectional view of the testing device;
图5是锚固装置结构示意图;Fig. 5 is a structural schematic diagram of an anchoring device;
图6是支撑系统结构示意图;Fig. 6 is a structural schematic diagram of a support system;
图7是加载系统结构示意图;Fig. 7 is a schematic structural diagram of the loading system;
图8是测量系统结构示意图;Fig. 8 is a schematic structural diagram of the measuring system;
图9是上锚固板结构示意图;Fig. 9 is a schematic diagram of the structure of the upper anchor plate;
图10是下锚固板结构示意图;Fig. 10 is a structural schematic diagram of the lower anchor plate;
图11是锚杆主视图;Figure 11 is a front view of the anchor rod;
图12是锚杆俯视图;Figure 12 is a top view of the anchor rod;
图13是安装流程图;Fig. 13 is an installation flowchart;
图14为地槽结构示意图;Fig. 14 is a schematic diagram of the structure of the trench;
附图15为地槽剖面结构示意图Accompanying drawing 15 is the schematic diagram of the sectional structure of the geotrough
附图标记:Reference signs:
1-上锚固板,2-下锚固板,3-锚杆,4-锚固螺栓,5-支撑主梁,6-支撑框架,7-加载支架,8-电子吊秤,9-加载块,10-钢丝绳,11-秤盘,12-千分表,13-地槽,14-瓷套管,15-卡块。1-upper anchor plate, 2-lower anchor plate, 3-anchor rod, 4-anchor bolt, 5-support main beam, 6-support frame, 7-loading bracket, 8-electronic crane scale, 9-loading block, 10 -Wire rope, 11-Weighing pan, 12-Dial indicator, 13-Ground trough, 14-Porcelain bushing, 15-Block.
具体实施方式 Detailed ways
下面结合实例对本实用新型进行详细的说明。Below in conjunction with example the utility model is described in detail.
特高压电气设备瓷套管胶装部位外径、瓷套管与法兰胶装高度、以及法兰与瓷套管之间的间隙距离与普通高压电气设备的这些参数差异很大,导致特高压电气设备法兰胶装部位的弯曲刚度与理论计算值差异较大。为了测出特高压弯曲抗弯刚度,本发明专利特高压瓷套管法兰连接装置,如附图1所示,该装置分别由四个系统组成:分别是锚固系统、支撑系统、加载系统、和测量系统。锚固系统用以固定特高压瓷套管,锚固系统由锚固板1、2、锚杆3、地槽13和锚固螺栓4组成,如图2锚固装置结构示意图所示;支撑系统用来支撑加载系统,支撑系统由∏型支撑框架6和一字型支撑主梁5组成,如图3支撑系统结构示意图所示;加载系统用来给特高压瓷套管14施加力,由加载支架7、电子吊称8、加载块9、钢丝绳10和秤盘11组成,加载系统具体结构示意图如图4所示;测量系统用来测量特高压瓷套管部位的相对转角,主要由千分表12和电子吊秤8组成,如图5测量系统结构示意图所示。The outer diameter of the cemented part of the porcelain bushing of UHV electrical equipment, the height of the glued joint between the porcelain bushing and the flange, and the gap distance between the flange and the porcelain bushing are very different from those of ordinary high-voltage electrical equipment, resulting in UHV The bending stiffness of the glued part of the flange of electrical equipment is quite different from the theoretically calculated value. In order to measure the UHV bending stiffness, the patented UHV porcelain bushing flange connection device of the present invention, as shown in Figure 1, consists of four systems: anchoring system, support system, loading system, and measurement system. The anchoring system is used to fix the UHV porcelain bushing. The anchoring system is composed of
实施例1:测量装置的设计Embodiment 1: the design of measuring device
特高压电气设备法兰胶装部位的弯曲刚度测试试验装置由四个系统组成:分别是锚固系统、支撑系统、加载系统、和测量系统。The bending stiffness test device for the flange glued parts of UHV electrical equipment consists of four systems: anchoring system, support system, loading system, and measurement system.
锚固系统用以固定特高压瓷套管,锚固装置组成如附图2所示,这个系统由上锚固板1,下锚固板2,地槽13,锚杆3和锚固螺栓4组成。上锚固板1锚孔分布示意图如附图6所示,下锚固板2锚孔分布示意图如附图7所示,锚固板1和锚固板2有两种类型的锚孔,供不同的特高压瓷套管锚固,即在锚固之前,将特高压瓷套管14的锚固孔和锚固板的锚固孔进行对比,将锚固孔与陶瓷管14锚固孔相配合的锚固板放于另一锚固板的上方,做锚固陶瓷管14之用。锚固板1、2的表面为矩形,在锚固板的四个直角位置处分布4个Φ60锚孔,锚孔可以将锚杆3穿过上锚固板1、2中,将锚固板固定在地槽内。锚杆3下端有一个锤形的卡块15,如图8锚杆主视图所示,地槽13的结构示意图如附图14和附图15所述,附图14为地槽13的俯视图,附图15为地槽13的剖面图。地槽13与锚杆3的形状配合设计,安装时先将锚杆3的锤形卡块15的短向放入地槽13中,再将卡块15在水平面内转向90度,如附图9所示,使卡块15卡紧在地槽13内,最后拧紧锚杆3上端的锚固螺栓4将锚杆3锚固在地槽13上。锚固板1和2上的锚固小孔,是用来固定特高压瓷套管14用的,通过锚固螺栓4将特高压瓷套管14锚固在锚固板1或2上。The anchoring system is used to fix UHV porcelain bushings. The anchoring device is composed as shown in Figure 2. This system consists of an
加载系统主要由加载支架7、钢丝绳10、加载块9和秤盘11组成;其中加载支架7结构示意图如图10所示,加载支架7位置可根据瓷套管的高度来确定,以确保瓷套管14顶端与加载支架7之间的钢丝绳10与地面保持平行。加载支架7与秤盘11之间的钢丝绳10与地面垂直。根据实验所需加载力P的大小,将不同质量的加载块9放入秤盘11,提供不同大小的加载力P。支撑主梁5的作用是固定加载支架7。The loading system is mainly composed of a
支撑系统用来固定加载系统,由∏型支撑框架6和支撑主梁5的设计如附图3所示,支撑框架6的作用是固定支撑主梁5。∏型支撑框架6为中心轴对称结构,沿中心轴线呈左右对称结构;支撑主梁5为一字型结构。支撑系统包括2个平行设置的∏型支撑框架6,两支撑框架6之间的距离小于一字型支撑主梁5的长度。支撑主梁5的两端分别固定于支撑框架6的中心轴线位置支撑框架6的内表面,支撑主梁5通过丝杠和锚固螺栓4锚固在支撑框架6上,锚固时,丝杠的两端均用锚固螺栓4对支撑主梁5进行紧固,而加载系统则通过丝杠将系统锚固在支撑主梁5上。The support system is used to fix the loading system. The design of the ∏-shaped
测量系统由电子吊秤8和千分表12组成,电子吊秤8用来测量加载的重量,千分表12用来测量特高压瓷套管部位的相对转角θ。电子吊秤8位于瓷套管14与加载支架7之间的钢丝绳10上,具体安装方式为:1.先将两个螺栓穿过瓷套的上法兰盘和连接件的孔中将两个连接件固定,用一段钢丝绳穿过两个连接件的中心,并用卡扣将钢丝绳固定。然后再用第二段钢丝绳的一端穿过第一段钢丝绳的中部而另一端用电子吊秤的挂钩相连,钢丝绳的两端也用卡扣锁紧。最后,用第三段钢丝绳和电子吊秤的另一端相连,另一端和秤盘相连,同样两端用卡扣锁紧。The measurement system consists of an
千分表12位于瓷套管14的胶装处,瓷套法兰胶装处的转角的测量可以用千分表来测量,千分表的测量精度为千分之一毫米,测量误差为万分之一毫米。The
实施例2:试验装置的安装方法Embodiment 2: the installation method of test device
整个试验的安装顺序如下,具体安装流程图如附图11所示:The installation sequence of the whole test is as follows, and the specific installation flow chart is shown in Figure 11:
(1)锚固系统的安装(1) Installation of anchoring system
首先用锚杆3和地槽13将上下两块锚固板1和2锚固在地面上,根据瓷套管14锚固孔的分布,确定锚固板1和2的上下位置,以锚固板的锚孔与瓷套管14锚孔相匹配为准则;确定好锚固板1和2的上下位置后,将锚杆3的锤形卡块15的短向放入地槽13中,再将卡块15在水平面内转向90度,使卡块15卡紧在地槽13内,将锚固板按照顺序,将锚固板的4个Φ60的锚孔对准锚杆3,依次将锚固板平行地面放置到相应位置,最后拧紧锚杆3上端的锚固螺栓4将锚固板1、2和锚杆3锚固在地槽13上。然后用锚固螺栓4将瓷套管锚固在锚固板上,同时为了防止上锚固板1和下锚固板2在加载过程中发生侧移,在上下两块锚固板之间用铁块添实,并用锚固螺栓4拧紧锚杆3使上锚固板1和下锚固板2夹紧铁块。锚固系统采用两块锚固板的设计方式,可为固定瓷套管14时的操作带来便利,即锚固瓷套管14时,可通过两平行锚固板之间的空隙进行操作。添实铁块的放置位置尽量避开瓷套管14的锚固孔,以免对瓷套管14的锚固带来不便。Firstly, the upper and
锚固板1和2有两种不同形式的锚固孔,上锚固板1和下锚固板2可以调换上下位置,将具有不同锚固孔的瓷套管14锚固在锚固系统上。The
(2)支撑和加载系统的安装(2) Installation of support and loading system
首先用丝杆和锚固螺栓4将支撑主梁5锚固在支撑框架6上,为保证支撑系统受力的均匀性,在支撑主梁5的中部位置设有在竖直方向贯通的供丝杠穿过的孔。安装加载系统时,从支撑主梁5的孔中穿过丝杠并用螺栓将加载支架7锚固在支撑主梁5上。First, anchor the supporting
(3)测量系统的安装(3) Installation of the measurement system
首先将千分表12安装在要测量的部位上,再用钢丝绳10一端连接瓷套管的顶部,而另一端穿过定滑轮18连接在秤盘10上。First the
电子吊秤8的安装方法为:电子吊秤8的两端各有挂钩,挂钩的两端分别与钢丝绳10相连,两端的钢丝绳10用卡扣锁紧。The installation method of the
千分表12的安装方法为:首先将千分表固定在磁力表座上,再将千分表的表针顶在所测量的位置上,最后将磁力表做表座吸附在如图所示的顶板上。The installation method of the
此处已经根据特定的示例性实施例对本实用新型进行了描述。对本领域的技术人员来说在不脱离本实用新型的范围下进行适当的替换或修改将是显而易见的。示例性的实施例仅仅是例证性的,而不是对本实用新型的范围的限制,本实用新型的范围由所附的权利要求定义。The invention has been described herein in terms of specific exemplary embodiments. Appropriate substitutions or modifications will be apparent to those skilled in the art without departing from the scope of the present invention. The exemplary embodiments are illustrative only, and not limiting of the scope of the invention, which is defined by the appended claims.
Claims (7)
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103674730A (en) * | 2013-12-20 | 2014-03-26 | 中天科技海缆有限公司 | Bending rigidity testing device |
CN109238874A (en) * | 2018-09-24 | 2019-01-18 | 天津市百瑞泰管业股份有限公司 | A kind of multi-functional metal hose measurer for curve rigid |
-
2012
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103674730A (en) * | 2013-12-20 | 2014-03-26 | 中天科技海缆有限公司 | Bending rigidity testing device |
CN103674730B (en) * | 2013-12-20 | 2015-12-30 | 中天科技海缆有限公司 | A kind of bending stiffness proving installation |
CN109238874A (en) * | 2018-09-24 | 2019-01-18 | 天津市百瑞泰管业股份有限公司 | A kind of multi-functional metal hose measurer for curve rigid |
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