CN2669133Y - Double cantilever concrete structure strain gauge - Google Patents
Double cantilever concrete structure strain gauge Download PDFInfo
- Publication number
- CN2669133Y CN2669133Y CNU200320109969XU CN200320109969U CN2669133Y CN 2669133 Y CN2669133 Y CN 2669133Y CN U200320109969X U CNU200320109969X U CN U200320109969XU CN 200320109969 U CN200320109969 U CN 200320109969U CN 2669133 Y CN2669133 Y CN 2669133Y
- Authority
- CN
- China
- Prior art keywords
- spring piece
- left spring
- right spring
- strain gauge
- spring leaf
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Measurement Of Length, Angles, Or The Like Using Electric Or Magnetic Means (AREA)
Abstract
一种双悬臂混凝土结构应变测量计,在壳体内的上端设置有上端盖、下端设置有下端盖,在壳体内设置有左弹簧片和右弹簧片,左弹簧片与右弹簧片之间设置有上垫块和下垫块,左弹簧片和右弹簧片的上部设置在上端盖下的固定端夹块内,在左弹簧片和右弹簧片上设置有与输出导线相连接的2~16片应变片,穿插入壳体内且外套装有限位圈的传力杆的一端设置在左弹簧片和右弹簧片上、另一端设置在右支座上,在下端盖上设置有左支座。它具有灵敏度高、易于标定、线性误差小、长期稳定性好、标距可调、生产成本低、适用范围广、抗湿能力强、输出信号稳定、使用方便等优点,它与应变仪连接后,可检测混凝土构件的应变。
A strain gauge with double cantilever concrete structure, the upper end of the casing is provided with an upper end cover, the lower end is provided with a lower end cover, a left spring piece and a right spring piece are arranged in the casing, and a spring is arranged between the left spring piece and the right spring piece The upper pad and the lower pad, the upper part of the left spring piece and the right spring piece are set in the fixed end clamp under the upper end cover, and the left spring piece and the right spring piece are provided with 2 to 16 pieces of strain relief connected to the output wires. One end of the dowel rod that is inserted into the housing and is covered with a limit ring is set on the left spring piece and the right spring piece, the other end is set on the right support, and the lower end cover is provided with a left support. It has the advantages of high sensitivity, easy calibration, small linear error, good long-term stability, adjustable gauge length, low production cost, wide application range, strong moisture resistance, stable output signal, and convenient use. After it is connected with the strain gauge , to detect the strain in concrete members.
Description
技术领域technical field
本实用新型属于测量相对位移的设备技术领域,具体涉及到双悬臂混凝土结构应变测量计。The utility model belongs to the technical field of equipment for measuring relative displacement, and in particular relates to a double cantilever concrete structure strain gauge.
背景技术Background technique
在桥梁和各种建筑结构物工程质量检测、服役寿命评估、病害原因分析、新的结构型式试验研究中,应变通常是需要观测的主要物理量之一。目前测量混凝土建筑物应变所采用的混凝土应变测量计主要有两种。一种是应变片,使用时将应变片直接粘贴在构筑物被检测部位。贴片、焊线、封片等工作常常在几米乃至几十米的高空进行,难度比较大,质量很难保证,效率相当低,而且测量值受环境温度和环境湿度影响很大,经常有些点的测量值漂移很大,测量数据可信度低。另外一种是弓形应变计,该应变计的主要结构是在一片体积比较大而厚的弓形弹簧片上粘接有应变片,弓形弹簧片需要特制的金属模具压制制成,加工复杂,生产成本高,弓形弹簧片的钢度大,对感应构件表面的应变有影响,所标定的数据不精确,稳定性差。特别是这种应变计两端都粘贴在支座上,拆卸时不可能同时取下两端支座,从而导致应变计敏感部位受力很大,应变计容易受损,导致修正系数变化,使得测量结果误差较大。Strain is usually one of the main physical quantities that need to be observed in engineering quality inspection, service life evaluation, disease cause analysis, and new structural type test research of bridges and various building structures. There are two main types of concrete strain gauges currently used to measure the strain of concrete buildings. One is the strain gauge, which is directly pasted on the detected part of the structure during use. Chip placement, wire bonding, and chip sealing are often carried out at a height of several meters or even tens of meters, which is relatively difficult, difficult to guarantee quality, and relatively low efficiency. Moreover, the measured value is greatly affected by the ambient temperature and humidity, and there are often some points. The measured value drifts a lot, and the reliability of the measured data is low. The other is the bow-shaped strain gauge. The main structure of the strain gauge is that a strain gauge is bonded to a relatively large and thick bow-shaped spring piece. The bow-shaped spring piece needs to be pressed by a special metal mold, and the processing is complicated and the production cost is high. , the steel of the bow-shaped spring piece is large, which affects the strain on the surface of the sensing member, the calibrated data is inaccurate, and the stability is poor. In particular, both ends of the strain gauge are pasted on the support, and it is impossible to remove both ends of the support at the same time during disassembly, resulting in a large force on the sensitive part of the strain gauge, and the strain gauge is easily damaged, resulting in a change in the correction coefficient, making the The measurement results have large errors.
发明内容Contents of the invention
本实用新型所要解决的技术问题在于克服上述混凝土应变测量计的缺点,提供一种设计合理、灵敏度高、易于标定、线性误差小、常期稳定性好、标距可调、生产成本较低、适用范围更广的凝土结构应变测量计。The technical problem to be solved by the utility model is to overcome the shortcomings of the above-mentioned concrete strain gauge, and provide a kind of reasonable design, high sensitivity, easy calibration, small linear error, good long-term stability, adjustable gauge length, low production cost, A strain gauge for concrete structures with a wider application range.
解决上述技术问题所采用的技术方案是:在壳体内的上端设置有上端盖、下端设置有下端盖,在壳体内设置有左弹簧片和右弹簧片,左弹簧片与右弹簧片之间设置有上垫块和下垫块,左弹簧片和右弹簧片的上部设置在上端盖下的固定端夹块内,在左弹簧片和右弹簧片上设置有与输出导线相连接的2~16片应变片,穿插入壳体内且外套装有限位圈的传力杆的一端设置在左弹簧片和右弹簧片上、另一端设置在右支座上,在下端盖上设置有左支座。The technical solution adopted to solve the above technical problems is: an upper end cover is provided at the upper end of the housing, a lower end cover is provided at the lower end, a left spring piece and a right spring piece are arranged in the housing, and a spring is arranged between the left spring piece and the right spring piece. There are upper spacer and lower spacer, the upper parts of the left spring piece and the right spring piece are set in the fixed end clamping block under the upper end cover, and the left spring piece and the right spring piece are provided with 2 to 16 pieces connected with the output wires Strain gauges, one end of the dowel rod inserted into the housing and the limit ring is set on the left spring piece and the right spring piece, the other end is set on the right support, and the left support is provided on the lower end cover.
本实用新型的应变片有偶数片。本实用新型的应变杆包括辅助连杆和连杆,辅助连杆的一端与连杆的一端联接,辅助连杆的另一端设置在左弹簧片和右弹簧片上,连杆的另一端设置在右支座上。The strain gage of the utility model has an even number of slices. The strain rod of the utility model includes an auxiliary connecting rod and a connecting rod, one end of the auxiliary connecting rod is connected with one end of the connecting rod, the other end of the auxiliary connecting rod is arranged on the left and right spring pieces, and the other end of the connecting rod is arranged on the right on the stand.
本实用新型的左弹簧片和右弹簧片的厚度为0.2~1mm,左弹簧片和右弹簧片的长度为15~100mm,左弹簧片与右弹簧片之间的距离为0.5~10mm。The thickness of the left spring piece and the right spring piece of the utility model is 0.2~1mm, the length of the left spring piece and the right spring piece is 15~100mm, and the distance between the left spring piece and the right spring piece is 0.5~10mm.
本实用新型与现有的混凝土应变测量计相比,采用了两片较薄的弹簧片来感受混凝土构件的拉伸压缩变形,在两片较薄的弹簧片上设置有2~16片应变片,使本实用新型的灵敏度有很大的提高,温度能自补偿,便于密封,使抗湿能力大大提高,输出信号稳定。壳体安装在左支座上,传力杆采用辅助连杆与连杆联接构成,使用时现场安装方便,避免了拆卸时因敲打支座损坏传感元件。它具有灵敏度高、易于标定、线性误差小、常期稳定性好、标距可调、生产成本低、适用范围广、抗湿能力强、输出信号稳定、使用方便等优点,它与应变仪连接后,可检测混凝土构件的应变。Compared with the existing concrete strain gauge, the utility model adopts two thinner spring pieces to sense the tension and compression deformation of the concrete member, and 2 to 16 strain gauges are arranged on the two thinner spring pieces. The sensitivity of the utility model is greatly improved, the temperature can be self-compensated, the sealing is convenient, the moisture resistance ability is greatly improved, and the output signal is stable. The shell is installed on the left support, and the dowel is connected by auxiliary connecting rod and connecting rod. It is convenient to install on site during use, and avoids damage to the sensing element due to knocking on the support during disassembly. It has the advantages of high sensitivity, easy calibration, small linear error, good long-term stability, adjustable gauge length, low production cost, wide application range, strong moisture resistance, stable output signal, and convenient use. It is connected with the strain gauge After that, the strain of the concrete member can be detected.
附图说明Description of drawings
图1是本实用新型一个实施例的结构示意图。Fig. 1 is a schematic structural view of an embodiment of the utility model.
具体实施方式Detailed ways
下面结合附图和实施例对本实用新型进一步详细说明,但本实用新型不限于这些实施例。The utility model is described in further detail below in conjunction with accompanying drawing and embodiment, but the utility model is not limited to these embodiments.
实施例1Example 1
在图1中,本实施例的双悬臂混凝土结构应变测量计由壳体1、上端盖2、左弹簧片3、输出导线4、上垫块5、上应变片6、固定端夹块7、右弹簧片8、下应变片9、辅助连杆10、限位圈11、右支座12、限动螺钉13、连杆14、下垫块15、下端盖16、左支座17、螺母18联接构成。In Fig. 1, the double cantilever concrete structure strain gauge of this embodiment consists of a
在壳体1内的上端安装有上端盖2、下端安装有下端盖16,在壳体1内的对称中心线的一侧安装有左弹簧片3、另一侧安装有右弹簧片8,左弹簧片3和右弹簧片8用于感受混凝土构件的相对位移,而产生形变,左弹簧片3与右弹簧片8之间上安装有上垫块5、下安装有下垫块15,左弹簧片3和右弹簧片8的上部插入并固定在固定端夹块7内,固定端夹块7安装在上端盖2下部,左弹簧片3和右弹簧片8的厚度为0.6mm,左弹簧片3和右弹簧片8的长度为60mm,左弹簧片3与右弹簧片8之间的距离为5mm。通过改变左弹簧片3和右弹簧片8的厚度或左弹簧片3和右弹簧片8的长度,很容易地调整本实用新型的输出灵敏度和应变测量范围,可制造出各种不同分辨率的混凝土应变测量计。在左弹簧片3的外侧面上粘接有上应变片6,在右弹簧片8的外侧面上粘接有上应变片6,在左弹簧片3的外侧面下粘接有下应变片9,在右弹簧片8的外侧面下粘接有下应变片9,也可将上应变片6和下应变片9粘接在左弹簧片3和右弹簧片8的内侧面上,上应变片6和下应变片9与输出导线4相连接,上应变片6和下应变片9将左弹簧片3和右弹簧片8所发生的变形经输出导线4输出。在壳体1内左弹簧片3和右弹簧片8的下部通过螺纹联接安装有辅助连杆10,辅助连杆10的右端加工有内螺纹、左端用螺母18固定在左弹簧片3和右弹簧片8的下部,辅助连杆10的右端伸出壳体1的右侧面外,在辅助连杆10的右侧内套装有限位圈11,限位圈11用于限制左弹簧片3和右弹簧片8在一定范围内向右移动。在辅助连杆10的右端通过螺纹固定联接有连杆14,连杆14的右端安装在右支座12上,在右支座12上安装有限动螺钉13,限动螺钉13用于限动连杆14与支座12的相对移动。在下端盖16的外端面上通过螺纹联接安装有左支座17,左支座17和右支座12用于测量建筑物构件的应变时,将左支座17和右支座12用胶粘接在被测混凝土构件上。当混凝土构件表面产生拉伸或压缩变形时,左支座17与右支座12之间发生相对位移,通过连杆14使左弹簧片3和右弹簧片8发生变形,粘接在左弹簧片3和右弹簧片8外侧的上应变片6和下应变片9感受左弹簧片3和右弹簧片8变形大小,经输出导线4输出到应变仪,通过标定系数,可测出混凝土构件被测部位的应变值。An
实施例2Example 2
在本实施例中,在左弹簧片3的外侧面上粘接有1片上应变片6,在右弹簧片8的外侧面上粘接有1片上应变片6,上应变片6与输出导线4相连接。左弹簧片3和右弹簧片8的厚度为0.2mm,左弹簧片3和右弹簧片8的长度为15mm,左弹簧片3与右弹簧片8之间的距离为0.5mm。其它零部件以及零部件的联接关系与实施例1相同。In this embodiment, an
实施例3Example 3
在本实施例中,在左弹簧片3的外侧面上粘接有4片上应变片6和4片下应变片9,在右弹簧片8的外侧面上粘接有4片上应变片6和4片下应变片9,上应变片6和下应变片9与输出导线4相连接。左弹簧片3和右弹簧片8的厚度为1mm,左弹簧片3和右弹簧片8的长度为100mm,左弹簧片3与右弹簧片8之间的距离为10mm。其它零部件以及零部件的联接关系与实施例1相同。In this embodiment, four
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU200320109969XU CN2669133Y (en) | 2003-12-19 | 2003-12-19 | Double cantilever concrete structure strain gauge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU200320109969XU CN2669133Y (en) | 2003-12-19 | 2003-12-19 | Double cantilever concrete structure strain gauge |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2669133Y true CN2669133Y (en) | 2005-01-05 |
Family
ID=34438779
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU200320109969XU Expired - Fee Related CN2669133Y (en) | 2003-12-19 | 2003-12-19 | Double cantilever concrete structure strain gauge |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN2669133Y (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103868443A (en) * | 2014-03-21 | 2014-06-18 | 中国船舶重工集团公司第七○二研究所 | Device for measuring opening degree of sealing faces of flanges |
CN104482854A (en) * | 2014-12-15 | 2015-04-01 | 中国矿业大学 | Array radial deformation sensor |
CN108844514A (en) * | 2018-05-04 | 2018-11-20 | 中国水利水电科学研究院 | Strain gauge and the unstressed strain gauge means of fully graded concrete |
CN109883308A (en) * | 2019-04-19 | 2019-06-14 | 西安桥邦智能科技有限公司 | Assembling multipurpose strain gauge sensors |
CN111780707A (en) * | 2020-06-06 | 2020-10-16 | 河南交院工程技术有限公司 | Strain measuring device |
CN111780708A (en) * | 2020-06-06 | 2020-10-16 | 河南交院工程技术有限公司 | Strain gauge |
CN111780792A (en) * | 2020-06-06 | 2020-10-16 | 河南交院工程技术有限公司 | Method for mounting measuring piece for bridge detection |
CN113019811A (en) * | 2020-06-06 | 2021-06-25 | 河南交院工程技术有限公司 | Sensor device and sensor support thereof |
CN113029774A (en) * | 2020-06-06 | 2021-06-25 | 河南交院工程技术有限公司 | Sensor support and sensor device using same |
-
2003
- 2003-12-19 CN CNU200320109969XU patent/CN2669133Y/en not_active Expired - Fee Related
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103868443A (en) * | 2014-03-21 | 2014-06-18 | 中国船舶重工集团公司第七○二研究所 | Device for measuring opening degree of sealing faces of flanges |
CN103868443B (en) * | 2014-03-21 | 2017-01-18 | 中国船舶重工集团公司第七○二研究所 | Device for measuring opening degree of sealing faces of flanges |
CN104482854A (en) * | 2014-12-15 | 2015-04-01 | 中国矿业大学 | Array radial deformation sensor |
CN104482854B (en) * | 2014-12-15 | 2017-05-17 | 中国矿业大学 | Array radial deformation sensor |
CN108844514A (en) * | 2018-05-04 | 2018-11-20 | 中国水利水电科学研究院 | Strain gauge and the unstressed strain gauge means of fully graded concrete |
CN109883308A (en) * | 2019-04-19 | 2019-06-14 | 西安桥邦智能科技有限公司 | Assembling multipurpose strain gauge sensors |
CN111780707A (en) * | 2020-06-06 | 2020-10-16 | 河南交院工程技术有限公司 | Strain measuring device |
CN111780708A (en) * | 2020-06-06 | 2020-10-16 | 河南交院工程技术有限公司 | Strain gauge |
CN111780792A (en) * | 2020-06-06 | 2020-10-16 | 河南交院工程技术有限公司 | Method for mounting measuring piece for bridge detection |
CN113019811A (en) * | 2020-06-06 | 2021-06-25 | 河南交院工程技术有限公司 | Sensor device and sensor support thereof |
CN113029774A (en) * | 2020-06-06 | 2021-06-25 | 河南交院工程技术有限公司 | Sensor support and sensor device using same |
CN111780707B (en) * | 2020-06-06 | 2021-12-14 | 河南交院工程技术集团有限公司 | Strain measuring device |
CN111780708B (en) * | 2020-06-06 | 2021-12-14 | 河南交院工程技术集团有限公司 | Strain gauge |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105066870B (en) | The double interdigitated metal foil gauges of axial deviation full-bridge of the axial local derviation of measurable surface strain | |
CN105066871B (en) | Can measure the axial deflection of the surface strain axial deflection full bridge full interdigital metal strain gauge | |
CN106644692B (en) | Device for determining concrete creep test | |
CN2669133Y (en) | Double cantilever concrete structure strain gauge | |
CN102261889B (en) | Two-cantilever large-deformation strain measurement sensor | |
CN202383021U (en) | Device for measuring tension and compression elasticity modulus of material | |
CN207215011U (en) | It is a kind of to measure the sensor that interfacial adhesion slides between steel plate and concrete | |
CN206248252U (en) | A kind of anchor pole axial direction dynamometer | |
CN206146872U (en) | A device for monitoring cracks on the surface of concrete | |
CN205561797U (en) | Device is checked to displacement meter demarcation - strainometer | |
CN102735539B (en) | Resistance strain type eccentric-eliminating extensometer and use method thereof | |
CN101650281B (en) | Extensometer having double-cantilever structure | |
CN205120283U (en) | Tension appearance sensor | |
CN201503373U (en) | Double cantilever structure extensometer | |
CN219189877U (en) | Intelligent force measuring bench vice | |
CN104457549B (en) | A kind of fracture width automated watch-keeping facility | |
CN201138255Y (en) | A measuring device for measuring the strain on the surface of a structure | |
CN1231756C (en) | Measuring device for concrete shrinkage and stress | |
CN206037977U (en) | Fracture width changes dynamic monitoring device based on response of meeting an emergency | |
CN202195799U (en) | Steel bar electronic average value extensometer | |
CN212205961U (en) | Resistance type surface strain sensor | |
CN108120366A (en) | Zeroing type impacts side dilatometer | |
CN2869766Y (en) | Cladding-material thickness measure instrument calibrating device | |
CN209623605U (en) | Assembling multipurpose strain gauge sensors | |
CN206710225U (en) | Suitable for the spring leaf normal deformation meter of rock shearing |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |