CN202928893U - A bending stiffness testing device - Google Patents

A bending stiffness testing device Download PDF

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CN202928893U
CN202928893U CN 201220349754 CN201220349754U CN202928893U CN 202928893 U CN202928893 U CN 202928893U CN 201220349754 CN201220349754 CN 201220349754 CN 201220349754 U CN201220349754 U CN 201220349754U CN 202928893 U CN202928893 U CN 202928893U
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anchor
loading
bending stiffness
wire rope
support
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张雪松
代泽兵
卢智成
崔成臣
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State Grid Corp of China SGCC
China Electric Power Research Institute Co Ltd CEPRI
State Grid Sichuan Electric Power Co Ltd
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State Grid Corp of China SGCC
China Electric Power Research Institute Co Ltd CEPRI
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Abstract

The utility model provides a bending rigidity test device. The device can accurately measure the bending rigidity of the flange binding part of ultrahigh voltage electric equipment, and solves the problem on safe and stable operation of the ultrahigh voltage electric equipment caused by large theoretical calculation error. The test device comprises an anchoring system, a support system, a loading system and a measurement system, wherein the anchoring system is used for fixing an ultrahigh voltage porcelain sleeve; the support system is used for supporting the loading system; the loading system is used for applying force to the ultrahigh voltage porcelain sleeve; and the measurement system is used for measuring the relative rotation angle of the ultrahigh voltage porcelain sleeve. The bending rigidity test device provided by the utility model can accurately measure the bending rigidity of the flange binding part, measure the deformation amount of the porcelain sleeve, and detect strength of the porcelain sleeve. The test device has the advantages of high stability, low maintenance cost, simple test method and reliable result, is easy to operate, and can assure the repeatability of test data.

Description

一种弯曲刚度测试装置A bending stiffness testing device

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:

KK cc == ββ ×× dd cc ×× hh cc 22 // tt ee

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=6.54×107In 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 anchoring plates 1, 2, anchor rod 3, ground groove 13 and anchoring bolt 4, as shown in the structural diagram of the anchoring device in Figure 2; the supporting system is used to support the loading system , the support system is composed of ∏-shaped support frame 6 and in-line support main beam 5, as shown in the schematic diagram of the support system structure in Figure 3; Weighing 8, loading block 9, steel wire rope 10 and weighing pan 11 are composed, and the specific structural diagram of the loading system is shown in Figure 4; the measuring system is used to measure the relative rotation angle of the UHV porcelain bushing, mainly composed of a dial indicator 12 and an electronic crane. The scale is composed of 8, as shown in the structural diagram of the measurement system in Figure 5.

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 upper anchoring plate 1, a lower anchoring plate 2, a trench 13, an anchor rod 3 and an anchor bolt 4. The schematic diagram of the anchor hole distribution of the upper anchor plate 1 is shown in Figure 6, and the schematic diagram of the anchor hole distribution of the lower anchor plate 2 is shown in Figure 7. The anchor plate 1 and the anchor plate 2 have two types of anchor holes for different UHV Porcelain sleeve anchoring, that is, before anchoring, compare the anchor hole of the UHV porcelain sleeve 14 with the anchor hole of the anchor plate, and place the anchor plate with the anchor hole matched with the anchor hole of the ceramic tube 14 on the other anchor plate. Above, do the usefulness of anchoring ceramic tube 14. The surface of the anchor plates 1 and 2 is rectangular, and four Φ60 anchor holes are distributed at the four right angles of the anchor plates. The anchor holes can pass the anchor rod 3 through the upper anchor plates 1 and 2, and fix the anchor plates in the ground groove Inside. There is a hammer-shaped block 15 at the lower end of the anchor rod 3, as shown in the front view of the anchor rod in Figure 8, and the structural diagram of the trench 13 is as described in accompanying drawings 14 and 15, and accompanying drawing 14 is a top view of the trench 13, Accompanying drawing 15 is the sectional view of trench 13. The groove 13 and the shape of the anchor rod 3 are designed in cooperation. When installing, first put the short direction of the hammer-shaped block 15 of the anchor rod 3 into the groove 13, and then turn the block 15 to 90 degrees in the horizontal plane, as shown in the accompanying drawing As shown in 9, the clamping block 15 is clamped in the ground groove 13, and finally the anchor bolt 4 on the upper end of the anchor rod 3 is tightened to anchor the anchor rod 3 on the ground groove 13. The anchor holes on the anchor plates 1 and 2 are used to fix the UHV porcelain bushing 14 , and the UHV porcelain bushing 14 is anchored on the anchor plate 1 or 2 by the anchor bolt 4 .

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 loading bracket 7, a steel wire rope 10, a loading block 9 and a weighing pan 11; the structural diagram of the loading bracket 7 is shown in Figure 10, and the position of the loading bracket 7 can be determined according to the height of the porcelain casing to ensure that the porcelain casing The wire rope 10 between the top of the pipe 14 and the loading bracket 7 is kept parallel to the ground. The wire rope 10 between the loading bracket 7 and the weighing pan 11 is perpendicular to the ground. According to the magnitude of the loading force P required by the experiment, loading blocks 9 of different masses are put into the weighing pan 11 to provide loading forces P of different magnitudes. The effect of supporting the main beam 5 is to fix the loading bracket 7 .

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 support frame 6 and the support main beam 5 is shown in Figure 3. The function of the support frame 6 is to fix the support main beam 5. The Π-shaped support frame 6 is a symmetrical structure with a central axis, and a left-right symmetrical structure along the central axis; the supporting main beam 5 is a straight structure. The supporting system includes two Π-shaped supporting frames 6 arranged in parallel, and the distance between the two supporting frames 6 is less than the length of the inline supporting main beam 5 . The two ends of the support main beam 5 are respectively fixed on the inner surface of the support frame 6 at the center axis position of the support frame 6, and the support main beam 5 is anchored on the support frame 6 by the lead screw and the anchor bolt 4. When anchoring, the two ends of the lead screw Both anchor bolts 4 are used to fasten the supporting main beam 5, and the loading system is anchored to the supporting main beam 5 through the lead screw.

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 electronic crane scale 8 and a dial gauge 12. The electronic crane scale 8 is used to measure the loaded weight, and the dial gauge 12 is used to measure the relative rotation angle θ of the UHV porcelain bushing. The electronic crane scale 8 is located on the steel wire rope 10 between the porcelain bushing 14 and the loading bracket 7. The specific installation method is: 1. First, put two bolts through the upper flange of the porcelain bushing and the holes of the connector and insert two The connectors are fixed, and a section of steel wire rope is passed through the center of the two connectors, and the wire rope is fixed with buckles. Then pass the middle part of the first section steel rope with one end of the second section steel rope and the other end links to each other with the hook of electronic crane scale, and the two ends of steel rope also lock with buckle. Finally, use the third section of wire rope to connect with the other end of the electronic crane scale, and connect the other end with the weighing pan, and lock both ends with buckles.

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 dial indicator 12 is located at the glued place of the porcelain bushing 14, and the measurement of the corner of the porcelain sleeve flange glued place can be measured with a dial gauge. The measurement accuracy of the dial gauge is one thousandth of a millimeter, and the measurement error is ten thousand one-fifth of a millimeter.

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 lower anchor plates 1 and 2 are anchored on the ground with the anchor rod 3 and the groove 13, and the upper and lower positions of the anchor plates 1 and 2 are determined according to the distribution of the anchor holes of the porcelain sleeve 14. The matching of the anchor holes of the porcelain sleeve 14 is the criterion; after determining the upper and lower positions of the anchor plates 1 and 2, put the short direction of the hammer-shaped block 15 of the anchor rod 3 into the ground groove 13, and then place the block 15 on the horizontal plane. Inwardly turning 90 degrees, so that the clamping block 15 is clamped in the ground groove 13, and the anchor plates are aligned in sequence with the four Φ60 anchor holes of the anchor plates on the anchor rod 3, and the anchor plates are placed in the corresponding positions parallel to the ground in turn. Finally, the anchor bolt 4 on the upper end of the anchor rod 3 is tightened to anchor the anchor plates 1, 2 and the anchor rod 3 on the trench 13. Then use the anchor bolt 4 to anchor the porcelain casing on the anchor plate. At the same time, in order to prevent the upper anchor plate 1 and the lower anchor plate 2 from moving sideways during the loading process, an iron block is used between the upper and lower anchor plates. The anchor bolt 4 tightens the anchor rod 3 so that the upper anchor plate 1 and the lower anchor plate 2 clamp the iron block. The anchoring system adopts the design mode of two anchoring plates, which can bring convenience to the operation when fixing the porcelain sleeve 14, that is, when the porcelain sleeve 14 is anchored, it can be operated through the gap between the two parallel anchoring plates. The placement position of the solid iron block avoids the anchor hole of the porcelain sleeve 14 as far as possible, so as not to cause inconvenience to the anchorage of the porcelain sleeve 14 .

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 anchor plates 1 and 2 have two different types of anchor holes. The upper anchor plate 1 and the lower anchor plate 2 can exchange the upper and lower positions, and the porcelain sleeve 14 with different anchor holes can be anchored on the anchor system.

(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 main beam 5 on the supporting frame 6 with screw rods and anchor bolts 4. In order to ensure the uniformity of the force on the supporting system, a vertically penetrating screw thread is provided in the middle of the supporting main beam 5. through the hole. When installing the loading system, pass the lead screw through the hole of the supporting main beam 5 and anchor the loading bracket 7 on the supporting main beam 5 with bolts.

(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 dial gauge 12 is installed on the position to be measured, and then one end of the steel wire rope 10 is connected to the top of the porcelain bushing, and the other end passes through the fixed pulley 18 and is connected to the weighing pan 10 .

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 electronic hanging scale 8 is as follows: each of the two ends of the electronic hanging scale 8 has a hook, and the two ends of the hook are connected with the steel wire rope 10 respectively, and the steel wire rope 10 at both ends is locked with a buckle.

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 dial gauge 12 is as follows: first, fix the dial gauge on the magnetic base, then push the needle of the dial gauge to the position to be measured, and finally attach the magnetic gauge to the base as shown in the figure. top plate.

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)

1. bending stiffness proving installation, described device comprises anchor system, support system, loading system and measuring system, it is characterized in that:
Described anchor system comprises the geosyncline (13) that is arranged at ground, and the anchor plate of placement parallel to the ground (1,2) is for anchor pole (3) and the anchor bolt (4) of the described anchor plate of anchoring (1,2);
Described support system comprises ∏ type support frame (6) and is anchored in the yi word pattern support girder (5) of described support frame (6);
Described loading system comprises the loading support (7) that is anchored on described support girder (5), transmits the wire rope (10) of loading force, the scale pan (11) and loading blocks (9);
Described measuring system comprises that two ends connect respectively the electronic crane scale of described wire rope (10) (8) and are positioned at the gluey clock gauge (12) of locating of porcelain bushing shell (14).
2. a kind of bending stiffness proving installation as claimed in claim 1, is characterized in that the surface of described anchor plate (1,2) is rectangle, and place, four right angles of described rectangle arranges respectively anchor hole, described anchor hole size and anchor pole (3) size interference fit; The lower end of described anchor pole (3) is provided with capitate fixture block (15), and described fixture block (15) is used in conjunction with described geosyncline (13).
3. a kind of bending stiffness proving installation as claimed in claim 1, it is characterized in that described ∏ type support frame (6) is the left-right symmetric structure along central shaft, the two ends of described support girder (5) are individually fixed in ∏ type support frame (6) central axis position support frame (6) lower surface place.
4. a kind of bending stiffness proving installation as claimed in claim 1, it is characterized in that being connected by back-shaped wire rope (10) between the described scale pan (11) and electronic crane scale (8), the wire rope (10) between the described scale pan (11) and electronic crane scale (8) is supported by loading support (7); Be connected by back-shaped wire rope (10) between described electronic crane scale (8) and porcelain bushing shell (14) top.
5. a kind of bending stiffness proving installation as described in claim 1 or 4, it is characterized in that described wire rope (10) is to load support (7) as flex point, perpendicular to ground, be parallel to ground with described electronic crane scale (8) linkage section with the described scale pan (11) linkage section.
6. a kind of bending stiffness proving installation as described in claim 1 or 4 is characterized in that the wire rope (10) between described electronic crane scale (8) and porcelain bushing shell (14) top is parallel to ground.
7. a kind of bending stiffness proving installation as claimed in claim 1, it is characterized in that the plate face of described upper anchor plate (1) and lower anchor plate (2) is provided with the hole of different types, the anchor plate that the layout in described hole is corresponding with the layout in described porcelain bushing shell (14) hole is positioned at the top of described anchor system.
CN 201220349754 2012-07-18 2012-07-18 A bending stiffness testing device Expired - Lifetime CN202928893U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
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

Cited By (3)

* Cited by examiner, † Cited by third party
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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