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CN111829878A - A device and method for testing the mechanical properties of an angle steel reinforcement of a transmission tower - Google Patents

A device and method for testing the mechanical properties of an angle steel reinforcement of a transmission tower Download PDF

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CN111829878A
CN111829878A CN202010499807.XA CN202010499807A CN111829878A CN 111829878 A CN111829878 A CN 111829878A CN 202010499807 A CN202010499807 A CN 202010499807A CN 111829878 A CN111829878 A CN 111829878A
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angle steel
loading
tester
piece
load
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索帅
邓化凌
杜宝帅
张忠文
杨波
李新梅
李文
步衍江
张鲁宁
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Electric Power Research Institute of State Grid Shandong Electric Power Co Ltd
Shandong Electric Power Industrial Boiler Pressure Vessel Inspection Center Co Ltd
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Electric Power Research Institute of State Grid Shandong Electric Power Co Ltd
Shandong Electric Power Industrial Boiler Pressure Vessel Inspection Center Co Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M13/00Testing of machine parts
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M5/00Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
    • G01M5/0041Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress
    • G01M5/005Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress by means of external apparatus, e.g. test benches or portable test systems

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Abstract

The invention provides a device and a method for testing mechanical properties of angle steel of a power transmission tower, which comprises the following steps: the device comprises a base and a to-be-detected piece connected with the base, wherein one end of the to-be-detected piece is connected with the base, and two end faces of the other end of the to-be-detected piece are fixedly connected with a first lifting lug and a second lifting lug respectively; the first lifting lug is connected with one end of a load tester, the other end of the load tester is connected with a loading mechanism, and the second lifting lug is connected with a deflection tester; the middle section of the piece to be tested is connected with the static strain tester through a plurality of data lines; the mechanical test on the reinforced and repaired angle steel can be realized, the newly developed reinforcing and repairing technology has the requirement of meeting the requirement that the related mechanical property test needs to be carried out in the research and development stage, and the reinforcing effect of the angle steel can be guaranteed to meet the safe and stable operation requirement of the angle steel tower.

Description

一种输电塔角钢加固件力学性能测试装置及方法A device and method for testing the mechanical properties of an angle steel reinforcement of a transmission tower

技术领域technical field

本发明涉及一种输电塔角钢加固件力学性能测试装置及方法。The invention relates to a device and a method for testing the mechanical properties of an angle steel reinforcement of a transmission tower.

背景技术Background technique

输电角钢塔是输电线路的重要支撑设备,其安全可靠性是确保电网安全运行的重要保障。部分在役输电角钢塔因设计强度不足、材质选用不当、地理环境变化、腐蚀、覆冰和外力损伤等原因而导致出现安全隐患,严重威胁电网安全。输电杆修复与加固技术是近年来发展的一项新技术,该技术通过合理的设计输电塔角钢补强及加固结构,采用熔焊或夹具加固技术完成部件的连接制造,可有效消除输电塔强度不足及部件损伤等缺陷,大幅提升输电线路的运行安全性。而现阶段角钢加固及修复技术仍在不断地发展完善,对于新研发的加固修复技术,为保证加固效果达到角钢塔安全稳定运行要求,其在研发阶段需进行相关力学性能试验。The transmission angle steel tower is an important supporting equipment for the transmission line, and its safety and reliability is an important guarantee to ensure the safe operation of the power grid. Some in-service transmission angle steel towers have hidden safety hazards due to insufficient design strength, improper material selection, changes in geographical environment, corrosion, icing and external force damage, which seriously threaten the security of the power grid. The transmission pole repair and reinforcement technology is a new technology developed in recent years. This technology can effectively eliminate the strength of the transmission tower by reasonably designing the angle steel reinforcement and reinforcement structure of the transmission tower, and using fusion welding or fixture reinforcement technology to complete the connection and manufacture of components. Defects such as deficiencies and component damage greatly improve the operational safety of transmission lines. At this stage, the angle steel reinforcement and repair technology is still being continuously developed and improved. For the newly developed reinforcement and repair technology, in order to ensure that the reinforcement effect meets the requirements for the safe and stable operation of the angle steel tower, it is necessary to carry out relevant mechanical performance tests in the research and development stage.

因此针对其力学性能要求,需要保证其测试结果的精确性,不然对于角钢加固件来说所处环境带来的不同变量因素,其支撑设备性能不一。如何适应于目前输电线路,对于电塔角钢这种加固结构进行静态应变、载荷和挠度等力学性能的检测是目前急需要解决的技术问题。Therefore, according to the requirements of its mechanical properties, it is necessary to ensure the accuracy of its test results, otherwise, the performance of the supporting equipment will be different for the different variable factors brought by the environment of the angle steel reinforcement. How to adapt to the current transmission lines, the detection of mechanical properties such as static strain, load and deflection for the reinforced structure of the tower angle steel is a technical problem that needs to be solved urgently.

发明内容SUMMARY OF THE INVENTION

为了解决上述技术问题,本发明设计了相应的输电塔角钢加固件力学性能测试装置,可以实现对加固及修复完成的角钢进行力学测试试验,对于新研发的加固修复技术具有满足其在研发阶段需进行相关力学性能试验的要求,并有利于保证角钢的加固效果达到角钢塔安全稳定运行要求。In order to solve the above-mentioned technical problems, the present invention designs a corresponding mechanical property testing device for the angle steel reinforcement of the transmission tower, which can realize the mechanical testing test of the angle steel that has been reinforced and repaired. The requirements of relevant mechanical performance tests are carried out, and it is beneficial to ensure that the reinforcement effect of the angle steel meets the requirements of the safe and stable operation of the angle steel tower.

第一方面,本发明提供了一种输电塔角钢力学性能测试装置,包括底座,和与底座连接的待测件,所述待测件一端与底座连接,另一端的两个端面分别与第一、第二吊耳固接;第一吊耳与荷载测试仪的一端连接,荷载测试仪的另一端与加载机构连接,第二吊耳与挠度测定仪连接;待测件的中段通过若干数据线与静态应变测试仪连接。In a first aspect, the present invention provides a device for testing the mechanical properties of angle steel of a transmission tower, including a base, and a test piece connected to the base, one end of the test piece is connected to the base, and two end faces of the other end are respectively connected to the first test piece. , The second lifting lug is fixedly connected; the first lifting lug is connected to one end of the load tester, the other end of the load tester is connected to the loading mechanism, and the second lug is connected to the deflection measuring instrument; Connect to a static strain tester.

第二方面,本发明还提供了一种输电塔角钢力学性能测试方法,采用如第一方面所述的角钢力学性能测试装置,步骤包括:In the second aspect, the present invention also provides a method for testing the mechanical properties of a transmission tower angle steel, using the angle steel mechanical property testing device as described in the first aspect, and the steps include:

采用加载机构进行加载,根据加载的载荷不同分为若干加载阶段,第一加载阶段具有设定荷载,接下来的每个加载阶段增加设定荷载;The loading mechanism is used for loading, which is divided into several loading stages according to the different loads. The first loading stage has a set load, and each subsequent loading stage increases the set load;

采用荷载测试仪测定每个加载阶段所增加的实际荷载;Use a load tester to determine the actual load added at each loading stage;

采用挠度测定仪测定每个加载阶段增加荷载后角钢端部位移变形数据;The deflection tester was used to measure the displacement and deformation data of the end of the angle steel after increasing the load in each loading stage;

采用静态应变仪检测每个加载阶段角钢测点位置微应变数据;The static strain gauge is used to detect the micro-strain data of the angle steel measuring point at each loading stage;

通过采集的增加的实际荷载、位移变形数据和位置微应变数据,对待测件的受力情况进行分析。Through the collected increased actual load, displacement deformation data and position micro-strain data, the stress of the test piece is analyzed.

与现有技术对比,本发明具备以下有益效果:Compared with the prior art, the present invention has the following beneficial effects:

1、本发明采用荷载测试仪、挠度测定仪和静态应变仪对待测件,即角钢进行同一加载状态下的测定,使得结果满足高精度的测试要求,可以实现对加固及修复完成的角钢进行力学测试试验,对于新研发的加固修复技术具有满足其在研发阶段需进行相关力学性能试验的要求,并有利于保证角钢的加固效果达到角钢塔安全稳定运行要求。1. The present invention uses a load tester, a deflection tester and a static strain gauge to measure the piece to be tested, that is, the angle steel under the same loading state, so that the result meets the high-precision test requirements, and can realize the mechanical analysis of the angle steel after reinforcement and repair. The test test shows that the newly developed reinforcement and repair technology meets the requirements of relevant mechanical performance tests in the research and development stage, and is conducive to ensuring that the reinforcement effect of the angle steel meets the requirements for the safe and stable operation of the angle steel tower.

2、本发明在荷载测试仪、挠度测定仪和静态应变仪对待测件测试基础上,仅需要外部符合待测件的工作状态,就可以实现对加固及修复完成的角钢进行力学测试试验,避免在役输电角钢塔因设计强度不足、材质选用不当、地理环境变化、腐蚀、覆冰和外力损伤等原因而导致出现安全隐患,解决了目前角钢加固后无法有效进行力学测试试验问题。2. Based on the test of the load tester, the deflection tester and the static strain gauge, the present invention only needs to meet the working state of the test piece on the outside, and then the mechanical test can be performed on the angle steel that has been reinforced and repaired. In-service power transmission angle steel towers have potential safety hazards due to insufficient design strength, improper material selection, changes in geographical environment, corrosion, icing and external force damage.

3、本发明的挠度测试仪测定的位移位置与施加荷载方向在同一条线上,使得在加载机构作用下同时测定静态应变、载荷和挠度等数据,并进一步利用本申请的方法获取待测件的力学性能。3. The displacement position measured by the deflection tester of the present invention is on the same line as the direction of the applied load, so that data such as static strain, load and deflection can be measured simultaneously under the action of the loading mechanism, and the method to be tested is further obtained by using the method of the present application. mechanical properties.

附图说明Description of drawings

构成本申请的一部分的说明书附图用来提供对本申请的进一步理解,本申请的示意性实施例及其说明用于解释本申请,并不构成对本申请的不当限定。The accompanying drawings that form a part of the present application are used to provide further understanding of the present application, and the schematic embodiments and descriptions of the present application are used to explain the present application and do not constitute improper limitations on the present application.

图1为本发明的输电塔角钢加固件力学性能测试装置等角侧图;Fig. 1 is an isometric side view of a transmission tower angle steel reinforcement mechanical performance testing device of the present invention;

图2为本发明的输电塔角钢加固件力学性能测试用装置俯视图;Fig. 2 is the top view of the device for testing the mechanical properties of the transmission tower angle steel reinforcement of the present invention;

图3为本发明的吊耳的结构示意图;Fig. 3 is the structural representation of the lifting lug of the present invention;

其中,1、静态应变测试仪;2、第一支架;3、数据线;4、角钢加固件;5、紧固螺栓;6、底座;7、荷载检测仪的测试端;8、荷载检测仪的Among them, 1. Static strain tester; 2. First bracket; 3. Data cable; 4. Angle steel reinforcement; 5. Fastening bolts; 6. Base; 7. Test end of load detector; 8. Load detector of

加载端;9、手拉葫芦;10、水泥底座;11、第一吊耳;12、第二吊耳;13、第三支架;14、荷载检测仪;15、第二支架;16、挠度检测仪;17、固定板。Loading end; 9. Chain hoist; 10. Cement base; 11. First lifting lug; 12. Second lifting lug; 13. Third bracket; 14. Load detector; 15. Second bracket; 16. Deflection detection instrument; 17. Fixed plate.

具体实施方式:Detailed ways:

下面结合附图与实施例对本发明作进一步说明。The present invention will be further described below with reference to the accompanying drawings and embodiments.

应该指出,以下详细说明都是示例性的,旨在对本申请提供进一步的说明。除非另有指明,本文使用的所有技术和科学术语具有与本申请所属技术领域的普通技术人员通常理解的相同含义。It should be noted that the following detailed description is exemplary and intended to provide further explanation of the application. Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs.

需要注意的是,这里所使用的术语仅是为了描述具体实施方式,而非意图限制根据本申请的示例性实施方式。如在这里所使用的,除非上下文另外明确指出,否则单数形式也意图包括复数形式,此外,还应当理解的是,当在本说明书中使用术语“包含”和/或“包括”时,其指明存在特征、步骤、操作、器件、组件和/或它们的组合。It should be noted that the terminology used herein is for the purpose of describing specific embodiments only, and is not intended to limit the exemplary embodiments according to the present application. As used herein, unless the context clearly dictates otherwise, the singular is intended to include the plural as well, furthermore, it is to be understood that when the terms "comprising" and/or "including" are used in this specification, it indicates that There are features, steps, operations, devices, components and/or combinations thereof.

实施例1Example 1

如附图1、2所示,为本发明提出了一种输电塔角钢力学性能测试装置,其包括挠度测定仪、静态应变测试仪、手拉葫芦、荷载测试仪、固定底座、紧固螺栓、吊耳。挠度测定仪、荷载测试仪与角钢之间连接的吊耳如附图3所示。可同时完成静态应变、荷载、挠度等力学性能的检测。As shown in the accompanying drawings 1 and 2, a device for testing the mechanical properties of angle steel of a transmission tower is proposed for the present invention, which includes a deflection measuring instrument, a static strain tester, a chain hoist, a load tester, a fixed base, a fastening bolt, hanging lugs. The lifting lugs connected between the deflection tester, the load tester and the angle steel are shown in Figure 3. It can complete the detection of mechanical properties such as static strain, load, deflection, etc. at the same time.

一种输电塔角钢力学性能测试装置,包括底座,和与底座连接的待测件,所述待测件一端与底座连接,另一端的两个端面分别与第一、第二吊耳固接;第一吊耳与荷载测试仪的一端连接,荷载测试仪的另一端与加载机构连接,第二吊耳与挠度测定仪连接;待测件的中段通过若干数据线与静态应变测试仪连接。A device for testing the mechanical properties of angle steel of a transmission tower, comprising a base and a test piece connected to the base, wherein one end of the test piece is connected to the base, and two end faces of the other end are respectively fixed to first and second lifting ears; The first lifting lug is connected to one end of the load tester, the other end of the load tester is connected to the loading mechanism, and the second lug is connected to the deflection measuring instrument; the middle section of the test piece is connected to the static strain tester through several data lines.

进一步的,所述第一、第二吊耳的吊拉中心高度一致,且处于同一平面内,使得挠度测试仪测定的位移位置与施加荷载方向需在同一条线上;所述第一吊耳包括互相连接的矩形段和半圆形段,半圆形段内设置吊拉孔;第二吊耳与第一吊耳结构相同,矩形段的高度可自行设置,使得安装后第一吊耳和第二掉的吊拉孔的中心高度一致,且处于同一平面内。Further, the lifting centers of the first and second lifting lugs have the same height and are in the same plane, so that the displacement position measured by the deflection tester and the direction of the applied load need to be on the same line; the first lifting lug It includes a rectangular section and a semicircular section that are connected to each other, and a lifting hole is arranged in the semicircular section; the second lifting lug has the same structure as the first lifting lug, and the height of the rectangular section can be set by itself, so that the first lifting lug and the The center height of the second hanging hole is the same and is in the same plane.

进一步的,所述待测件为角钢加固件,所述角钢加固件为L型构件,L型构件包括互相连接构成L型的竖板和横板,所述竖板的一侧面与第一吊耳固接,横板的上端面或下端面与第二吊耳固接。优选的是,横板的上端面与吊耳固接,竖板远离横板的侧面与第一吊耳固接;所述上端面为横板靠近竖板的端面。所述第一吊耳与第二吊耳的吊拉中心处于同一平面。Further, the test piece is an angle steel reinforcement, the angle steel reinforcement is an L-shaped member, and the L-shaped member includes a vertical plate and a horizontal plate that are connected to each other to form an L-shaped, and one side of the vertical plate is connected to the first hanging plate. The ears are fixedly connected, and the upper end face or the lower end face of the horizontal plate is fixedly connected with the second lifting lug. Preferably, the upper end surface of the horizontal plate is fixedly connected to the lifting lug, and the side surface of the vertical plate away from the horizontal plate is fixedly connected to the first lifting lug; the upper end surface is the end surface of the horizontal plate close to the vertical plate. The lifting center of the first lifting lug and the second lifting lug are on the same plane.

进一步的,所述荷载测试仪包括测试端和加载端,所述测试端通过钢丝与第一吊耳连接,所述加载端通过钢丝与加载机构连接。Further, the load tester includes a test end and a loading end, the test end is connected to the first lifting lug through a steel wire, and the loading end is connected to the loading mechanism through a steel wire.

进一步的,所述加载机构为手拉葫芦。Further, the loading mechanism is a chain hoist.

进一步的,所述加载机构的一端与荷载测试仪的加载端连接,另一端与水泥底座固接。Further, one end of the loading mechanism is connected to the loading end of the load tester, and the other end is fixedly connected to the cement base.

进一步的,所述静态应变测试仪固定在第一支架上,所述第一支架的高度与底座的高度相同。静态应变测试仪的若干数据线之间具有相同的距离。Further, the static strain tester is fixed on a first bracket, and the height of the first bracket is the same as the height of the base. The data lines of the static strain tester have the same distance between them.

进一步的,所述挠度测定仪通过钢丝与第二吊耳连接,挠度测定仪通过固定板固定在第二支架上,第二支架的高度与底座的高度相同。所述荷载测试仪的测试端的钢丝和挠度测定仪的钢丝处于同一直线。作为优选的方案,荷载测试仪的测试端的钢丝所处的直线与角钢的长度方向垂直。作为一种选择,所述钢丝可以承载传输线路的电线,使得挠度测定仪的检测端放置于钢丝线路上,或者第二吊耳处,使得挠度检测仪的检查端能够通过电线向挠度测定仪传输检测信号。Further, the deflection measuring instrument is connected with the second lifting lug through a steel wire, and the deflection measuring instrument is fixed on the second bracket through the fixing plate, and the height of the second bracket is the same as that of the base. The steel wire of the test end of the load tester and the steel wire of the deflection tester are in the same straight line. As a preferred solution, the straight line where the steel wire at the test end of the load tester is located is perpendicular to the length direction of the angle steel. As an option, the steel wire can carry the wire of the transmission line, so that the detection end of the deflection tester is placed on the steel wire line, or at the second lifting lug, so that the inspection end of the deflection tester can be transmitted to the deflection tester through the wire detection signal.

进一步的,所述荷载测试仪与第三支架固接,第三支架的高度与底座的高度相同。Further, the load tester is fixedly connected to a third bracket, and the height of the third bracket is the same as that of the base.

进一步的,所述挠度测定仪与第二吊耳。Further, the deflection measuring instrument and the second lifting lug.

加固后的角钢,其端部采用焊接及螺栓紧固的方式固定于底座上,采用手拉葫芦进行加载,每个加载阶段增加荷载2kN,起始荷载为2kN。采用荷载测试仪测定每阶段所增加的实际荷载,采用挠度测定仪测定每阶段增加荷载后角钢端部位移变形情况。采用静态应变仪检测每加载阶段角钢测点位置微应变。The end of the reinforced angle steel is fixed on the base by welding and bolting, and is loaded by a chain hoist. The load is increased by 2kN in each loading stage, and the initial load is 2kN. A load tester was used to measure the actual load added at each stage, and a deflection tester was used to measure the displacement and deformation of the end of the angle steel after each stage of increased load. A static strain gauge was used to detect the micro-strain of the angle steel measuring point at each loading stage.

位移测试仪测定的位移位置与施加荷载方向需在同一条线上。施加载荷位置位于角钢端部,其中角钢与手拉葫芦之间通过焊接吊耳、钢丝、荷载测试仪连接。应变测试仪所用应变片贴附于角钢形变面中心线位置。The displacement position measured by the displacement tester and the direction of the applied load must be on the same line. The position where the load is applied is located at the end of the angle steel, where the angle steel and the chain hoist are connected by welding lifting lugs, steel wires, and a load tester. The strain gauge used in the strain tester is attached to the centerline of the deformed surface of the angle steel.

在其他实施例中,本申请还提供了:In other embodiments, the application also provides:

一种输电塔角钢力学性能测试方法,采用如上述实施例所述的角钢力学性能测试装置,步骤包括:A method for testing the mechanical properties of an angle steel of a transmission tower, using the device for testing the mechanical properties of an angle steel as described in the above embodiment, the steps include:

采用加载机构进行加载,根据加载的载荷不同分为若干加载阶段,第一加载阶段具有设定荷载,接下来的每个加载阶段增加设定荷载;The loading mechanism is used for loading, which is divided into several loading stages according to the different loads. The first loading stage has a set load, and each subsequent loading stage increases the set load;

采用荷载测试仪测定每个加载阶段所增加的实际荷载;Use a load tester to determine the actual load added at each loading stage;

采用挠度测定仪测定每个加载阶段增加荷载后角钢端部位移变形数据;The deflection tester was used to measure the displacement and deformation data of the end of the angle steel after increasing the load in each loading stage;

采用静态应变仪检测每个加载阶段角钢测点位置微应变数据;The static strain gauge is used to detect the micro-strain data of the angle steel measuring point at each loading stage;

通过采集的增加的实际荷载、位移变形数据和位置微应变数据,对待测件的受力情况进行分析。Through the collected increased actual load, displacement deformation data and position micro-strain data, the stress of the test piece is analyzed.

进一步的,所述对待测件的受力情况进行分析步骤包括:Further, the step of analyzing the stress condition of the piece to be tested includes:

在垂直方向受力分析:仅受待测件的自身重力,可视为受集度为q的均布载荷,其伸出部分长度为L,则其端部垂直方向上的弯矩为

Figure BDA0002524375700000061
挠度为
Figure BDA0002524375700000062
(E为材料的弹性模量,I为截面的惯性矩);Force analysis in the vertical direction: only the weight of the object to be tested can be regarded as a uniformly distributed load with a concentration degree of q, and the length of its protruding part is L, then the bending moment in the vertical direction of its end is
Figure BDA0002524375700000061
Deflection is
Figure BDA0002524375700000062
(E is the elastic modulus of the material, I is the moment of inertia of the section);

在水平方向受力分析:待测件的端部受到一个垂直于待测件伸出方向的拉力F(即加载力),则待测件端部水平方向弯矩为FL,挠度为

Figure BDA0002524375700000071
Force analysis in the horizontal direction: the end of the test piece is subjected to a tensile force F (that is, the loading force) perpendicular to the extension direction of the test piece, then the horizontal bending moment of the test piece end is FL, and the deflection is
Figure BDA0002524375700000071

通过计算结果与实验结果比较可得出通过增大截面法加固后待测件的截面惯性矩等力学数据,以对实际加固效果进行评估。By comparing the calculation results with the experimental results, the mechanical data such as the moment of inertia of the section of the test piece reinforced by the enlarged section method can be obtained, so as to evaluate the actual reinforcement effect.

上述虽然结合附图对本发明的具体实施方式进行了描述,但并非对本发明保护范围的限制,所属领域技术人员应该明白,在本发明的技术方案的基础上,本领域技术人员不需要付出创造性劳动即可做出的各种修改或变形仍在本发明的保护范围以内。Although the specific embodiments of the present invention have been described above in conjunction with the accompanying drawings, they do not limit the scope of protection of the present invention. Those skilled in the art should understand that on the basis of the technical solutions of the present invention, those skilled in the art do not need to pay creative work. Various modifications or deformations that can be made are still within the protection scope of the present invention.

Claims (10)

1. The utility model provides a transmission tower angle steel mechanical properties testing arrangement which characterized in that includes: the device comprises a base and a to-be-detected piece connected with the base, wherein one end of the to-be-detected piece is connected with the base, and two end faces of the other end of the to-be-detected piece are fixedly connected with a first lifting lug and a second lifting lug respectively; the first lifting lug is connected with one end of a load tester, the other end of the load tester is connected with a loading mechanism, and the second lifting lug is connected with a deflection tester; the middle section of the piece to be tested is connected with the static strain tester through a plurality of data lines.
2. The angle steel mechanical property testing device of claim 1, wherein the hoisting centers of the first and second lifting lugs are consistent in height and are in the same plane.
3. The angle steel mechanical property testing device of claim 1, wherein the piece to be tested is an angle steel reinforcing member.
4. The angle steel mechanical property testing device of claim 1, wherein the load tester comprises a testing end and a loading end, the testing end is connected with the first lifting lug through a steel wire, and the loading end is connected with the loading mechanism through a steel wire.
5. The angle steel mechanical property testing device of claim 1, wherein the loading mechanism is a chain block.
6. The angle steel mechanical property testing device of claim 1, wherein one end of the loading mechanism is connected with a loading end of a load tester, and the other end of the loading mechanism is fixedly connected with a cement base.
7. The angle steel mechanical property testing device of claim 1, wherein the static strain tester is fixed on a first bracket, and the height of the first bracket is the same as that of the base.
8. The angle steel mechanical property testing device of claim 1, wherein the deflectometer is connected with the second lifting lug through a steel wire, the deflectometer is fixed on a second bracket through a fixing plate, and the height of the second bracket is the same as that of the base.
9. A mechanical property testing method for angle steel of a power transmission tower, which is characterized in that the mechanical property testing device for angle steel of any one of claims 1-8 is adopted, and the method comprises the following steps:
loading by adopting a loading mechanism, dividing the loading mechanism into a plurality of loading stages according to different loaded loads, wherein the first loading stage has a set load, and the set load is increased in each next loading stage;
measuring the actual load added in each loading stage by using a load tester;
measuring the displacement deformation data of the steel end part after the load is added in each loading stage by adopting a deflection measuring instrument;
detecting micro-strain data of the angle steel measuring point position at each loading stage by adopting a static strain gauge;
and analyzing the stress condition of the piece to be tested through the acquired increased actual load, displacement deformation data and position micro-strain data.
10. The angle steel mechanical property test method of claim 9,
the step of analyzing the stress condition of the piece to be tested comprises the following steps:
force analysis in the vertical direction: the length of the extended part of the piece to be measured is L, and the bending moment of the end part of the piece to be measured in the vertical direction is
Figure FDA0002524375690000021
Deflection of
Figure FDA0002524375690000022
E is the elastic modulus of the material, and I is the moment of inertia of the section;
force analysis in the horizontal direction: the end part of the piece to be measured is subjected to a loading force F vertical to the extending direction of the piece to be measured, the bending moment of the end part of the piece to be measured in the horizontal direction is FL, and the deflection is
Figure FDA0002524375690000023
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