CN211740464U - A clip-type steel bar meter that does not need to cut off the steel bar under test - Google Patents
A clip-type steel bar meter that does not need to cut off the steel bar under test Download PDFInfo
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- CN211740464U CN211740464U CN202020803541.9U CN202020803541U CN211740464U CN 211740464 U CN211740464 U CN 211740464U CN 202020803541 U CN202020803541 U CN 202020803541U CN 211740464 U CN211740464 U CN 211740464U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 79
- 239000010959 steel Substances 0.000 title claims abstract description 79
- 238000012360 testing method Methods 0.000 title description 18
- 239000002184 metal Substances 0.000 claims abstract description 60
- 238000001514 detection method Methods 0.000 claims abstract description 18
- 229920001967 Metal rubber Polymers 0.000 abstract description 21
- 238000003466 welding Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004377 microelectronic Methods 0.000 description 1
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Abstract
一种免截断被测钢筋的夹片式钢筋计,包括金属弹性体上夹片及金属弹性体下夹片,金属弹性体上夹片及金属弹性体下夹片的两侧分别设有连接部,金属弹性体上夹片和金属弹性体下夹片通过连接部连接,金属弹性体上夹片及金属弹性体下夹片内分别设有应力检测元件。本实用新型的钢筋计,无需截断被测钢筋,只需将两片金属弹性体夹片紧箍在被测钢筋外围,当被测钢筋内部结构发生应力变化时,应力检测元件同步感受应力变化,从而获取被测钢筋应力,满足了特殊工程中的不允许焊接、不允许截断钢筋的要求,结构简单,操作方便。
A clip-type steel bar meter that does not need to cut off the steel bar to be tested includes a metal elastic body upper clip and a metal elastic lower clip, and the two sides of the metal elastic upper clip and the metal elastic lower clip are respectively provided with connecting parts The upper clip of the metal elastic body and the lower clip of the metal elastic body are connected by the connecting part, and the upper clip of the metal elastic body and the lower clip of the metal elastic body are respectively provided with stress detection elements. The steel bar meter of the utility model does not need to cut off the steel bar to be tested, but only needs to fasten two pieces of metal elastomer clips on the periphery of the steel bar to be tested. When the internal structure of the steel bar to be tested changes in stress, the stress detection element synchronously senses the change of stress. Therefore, the stress of the measured steel bar can be obtained, which meets the requirements that welding and cutting of steel bars are not allowed in special projects. The structure is simple and the operation is convenient.
Description
技术领域technical field
本实用新型属于钢筋混凝土结构的原位测试技术领域,具体涉及一种免截断被测钢筋的夹片式钢筋计。The utility model belongs to the technical field of in-situ testing of reinforced concrete structures, in particular to a clip-type steel bar meter which avoids cutting off the steel bar to be tested.
背景技术Background technique
目前,钢筋混凝土结构中的钢筋应力测试,采用钢筋计进行监测,将钢筋计与被测钢筋连接成整体,当被测钢筋受到轴向拉力时,与被测钢筋连接成整体的钢筋计也跟着一起拉伸,通过钢筋计内部结构可求得被测钢筋轴向应力。At present, the stress test of steel bars in reinforced concrete structures is monitored by a steel bar gauge, which connects the steel bar gauge and the steel bar under test as a whole. Stretch together, and the axial stress of the measured steel bar can be obtained through the internal structure of the steel bar gauge.
安装方式是:将钢筋计8两端的钢筋和施工用的被测钢筋1焊接,如图5、6所示,或将钢筋计8两端的钢筋和施工用的被测钢筋1套管螺纹连接,如图7、8所示,无论是焊接还是套筒螺纹连接,都是将被测钢筋截断后再与钢筋计连接,也就是说钢筋计承担被截掉的那部分钢筋的作用,能够进行轴向力传递。The installation method is: Weld the steel bars at both ends of the
这些安装方法得到广泛应用,但针对不得破断或者损伤被测钢筋要求的工程项目,这种安装方法将无法实施,另外,预先做好预留被测短螺纹被测钢筋的做法比较繁琐,需要进行精细化设计,可操作性极差。These installation methods are widely used, but this installation method cannot be implemented for engineering projects that must not be broken or damaged. Refined design, extremely poor operability.
实用新型内容Utility model content
针对现有技术中存在的问题,本实用新型提供一种免截断被测钢筋的夹片式钢筋计,无需截断被测钢筋,能够满足特种工程中的特殊要求,结构简单,安装方便。Aiming at the problems existing in the prior art, the utility model provides a clip-type steel bar meter that does not need to cut off the steel bars to be tested, does not need to cut off the steel bars to be tested, can meet the special requirements in special projects, has a simple structure and is easy to install.
为达到以上目的,本实用新型采用的技术方案是:提供一种免截断被测钢筋的夹片式钢筋计,包括金属弹性体上夹片及金属弹性体下夹片,金属弹性体上夹片及金属弹性体下夹片的两侧分别设有连接部,金属弹性体上夹片和金属弹性体下夹片通过连接部连接,金属弹性体上夹片及金属弹性体下夹片内分别设有应力检测元件。In order to achieve the above purpose, the technical scheme adopted by the present utility model is to provide a clip-type steel bar meter that does not cut off the steel bar to be tested, including an upper clip of a metal elastic body and a lower clip of the metal elastic body, and an upper clip of the metal elastic body. The two sides of the metal elastomer lower clip are respectively provided with connecting parts. There are stress detection elements.
进一步,如上述所述的一种免截断被测钢筋的夹片式钢筋计,所述金属弹性体上夹片及金属弹性体下夹片连接后形成的内部结构形状与被测钢筋的外部结构形状相适应。Further, as described above, a clip-type steel bar meter that avoids cutting off the steel bar under test, the internal structure shape formed after the upper clip of the metal elastic body and the lower clip of the metal elastic body are connected and the external structure of the steel bar to be tested. shape to fit.
进一步,如上述所述的一种免截断被测钢筋的夹片式钢筋计,所述金属弹性体上夹片及金属弹性体下夹片内分别设有凹槽,所述应力检测元件固定在所述凹槽内。Further, as described above, a clip-type steel bar meter that avoids cutting off the steel bar to be tested, the upper clip of the metal elastic body and the lower clip of the metal elastic body are respectively provided with grooves, and the stress detection element is fixed in the in the groove.
进一步,如上述所述的一种免截断被测钢筋的夹片式钢筋计,所述金属弹性体上夹片及金属弹性体下夹片内表面上设有防止滑动的螺纹。Further, according to the above-mentioned clip-type rebar gauge that does not cut off the rebar to be tested, the inner surfaces of the upper clip of the metal elastic body and the lower clip of the metal elastic body are provided with threads to prevent sliding.
进一步,如上述所述的一种免截断被测钢筋的夹片式等效钢筋计,所述应力检测元件为电阻式应变片或振弦式应变器。Further, according to the above-mentioned clip-type equivalent steel bar gauge that does not need to cut off the steel bar under test, the stress detection element is a resistance strain gauge or a vibrating wire strain gauge.
进一步,如上述所述的一种免截断被测钢筋的夹片式钢筋计,所述金属弹性体上夹片及金属弹性体下夹片的长度不大于50mm。Further, according to the above-mentioned clip-type steel bar meter that does not cut off the steel bar to be tested, the lengths of the upper clip of the metal elastic body and the lower clip of the metal elastic body are not more than 50 mm.
本实用新型的有益技术效果在于:The beneficial technical effects of the present utility model are:
本实用新型提供的钢筋计,通过设置两片金属弹性体夹片,并在两片金属弹性体夹片内放置应力检测元件,使用时,将两片金属弹性体夹片紧箍在被测钢筋外围,当被测钢筋内部发生应力变化时,应力检测元件同步感受应力变化,从而获取被测钢筋应力,无需截断被测钢筋,满足了特殊工程中的不允许焊接、不允许截断钢筋的要求,结构简单,安装方便。The steel bar meter provided by the utility model is provided with two metal elastic body clips, and a stress detection element is placed in the two metal elastic body clips. On the periphery, when the stress change occurs inside the steel bar under test, the stress detection element simultaneously senses the stress change, so as to obtain the stress of the steel bar under test, without cutting the steel bar under test. Simple structure and convenient installation.
附图说明Description of drawings
图1是本实用新型钢筋计的横截面图;Fig. 1 is the cross-sectional view of the steel bar meter of the present utility model;
图2是本实用新型钢筋计的安装图;Fig. 2 is the installation drawing of the steel bar meter of the present utility model;
图3是本实用新型钢筋计电阻式应变片的布置图;Fig. 3 is the layout diagram of the steel bar gauge resistance strain gauge of the present utility model;
图4是本实用新型钢筋计振弦式应变器的布置图;Fig. 4 is the layout diagram of the vibrating wire strain gauge of the steel bar gauge of the present invention;
图5、6是现有技术中钢筋计一种连接方式的结构示意图;Figures 5 and 6 are schematic structural diagrams of a connection method of a steel bar gauge in the prior art;
图7、8是现有技术中钢筋计另一种连接方式的结构示意图。Figures 7 and 8 are schematic structural diagrams of another connection method of the steel bar gauge in the prior art.
图中:In the picture:
1-被测钢筋2-金属弹性体上夹片3-金属弹性体下夹片4-连接件5-凹槽6-连接部7-安装孔8-钢筋计1-Rebar under test 2-Metal elastomer upper clip 3-Metal elastomer lower clip 4-Connector 5-Groove 6-Connecting part 7-Installation hole 8-Rebar gauge
具体实施方式Detailed ways
下面结合附图,对本实用新型的具体实施方式作进一步详细的描述。The specific embodiments of the present utility model will be described in further detail below with reference to the accompanying drawings.
如图1所示,是本实用新型提供的免截断被测钢筋的夹片式钢筋计,用于测试钢筋混凝土结构中钢筋应力,其包括金属弹性体上夹片2及金属弹性体下夹片3,金属弹性体上夹片2及金属弹性体下夹片3的两侧分别设有连接部6(连接部的个数及位置根据实际需要确定),金属弹性体上夹片2和金属弹性体下夹片3两侧的连接部6通过连接件4(例如,螺栓)连接,金属弹性体上夹片2及金属弹性体下夹片3内均设有应力检测元件。As shown in Figure 1, it is a clip-type steel bar meter that does not need to cut off the steel bar to be measured provided by the present utility model. It is used to test the stress of steel bars in a reinforced concrete structure, and it includes a metal elastomer
其中,金属弹性体上夹片2及金属弹性体下夹片3长度a不大于50mm,厚度为3mm或合适的厚度,如图2所示。金属弹性体上夹片2及金属弹性体下夹片3结构形状不限,只要连接后形成的内部结构形状与被测钢筋1的外部结构形状相适应即可。例如,被测钢筋1的横截面是圆形或方形结构,则金属弹性体上夹片2及金属弹性体下夹片3连接后的内部形状为圆形或方形结构。金属弹性体上夹片2及金属弹性体下夹片3采用与被测钢筋1力学性能相同的材料制成,确保检测数据的准确定。Wherein, the length a of the upper metal
金属弹性体上夹片2及金属弹性体下夹片3上分别设有凹槽5,应力检测元件固定在凹槽5内,为了避免安装过程中及混凝土施工过程中对应力检测元件造成损坏,凹槽5进行封装,如图3所示。The metal elastomer
应力检测元件为电阻式应变片、振弦式应变器或微电子传感器等,无论采用哪种应力检测元件,均可采用此种结构的钢筋计。The stress detection element is a resistance strain gauge, a vibrating wire strain gauge or a microelectronic sensor, etc. No matter which stress detection element is used, a rebar gauge with this structure can be used.
另外,振弦式应变器可以采用多种安装方式,不但可以设置在凹槽内,还可以设置在安装孔7内,即适当增大金属弹性体上夹片2及金属弹性体下夹片3的厚度,沿金属弹性体上夹片2及金属弹性体下夹片3轴向设置多个安装孔,振弦式应变器放置在安装孔内并进行封装,如图4所示。In addition, the vibrating wire strain gauge can be installed in a variety of ways, not only in the groove, but also in the
需要说明一下,上述不同应力检测元件的钢筋计,都是基于良好的弹性材料力学性能及现有的温度补偿技术,电阻应变片式钢筋计设计时考虑惠斯通桥路,采用等臂桥路,金属弹性体上下夹片与被测钢筋共同工作,测试数据与轴向应力成线性关系。计算被测钢筋轴力时,要充分考虑金属弹性体上夹片及金属弹性体下夹片对被测钢筋的加强作用,钢筋计金属弹性体上夹片及金属弹性体下夹片的有效面积S1加上被测钢筋截面面积S0为整体有效截面,金属弹性体上夹片及金属弹性体下夹片采用与被测钢筋相同力学性能的钢材时,弹性模量E相同,推算未被钢筋计弹性体上夹片及金属弹性体下夹片增强的实际被测钢筋轴力应为FN=Eε(S1+S0),ε为应变。It should be noted that the above-mentioned rebar gauges with different stress detection elements are based on the good mechanical properties of elastic materials and the existing temperature compensation technology. When designing the resistance strain gauge rebar gauge, the Wheatstone bridge is considered, and the equal-arm bridge is adopted. , the upper and lower clips of the metal elastomer work together with the steel bar to be tested, and the test data has a linear relationship with the axial stress. When calculating the axial force of the steel bar under test, the reinforcing effect of the upper clip of the metal elastic body and the lower clip of the metal elastic body on the steel bar to be measured shall be fully considered, and the effective area of the upper clip of the metal elastic body and the lower clip of the metal elastic body shall be calculated. S1 plus the cross-sectional area of the steel bar under test S0 is the overall effective cross-section. When the steel with the same mechanical properties as the steel under test is used for the upper clip of the metal elastic body and the lower clip of the metal elastic body, the elastic modulus E is the same, and the calculation is not calculated by the steel bar. The actual measured steel axial force reinforced by the elastic upper clip and the metal elastic lower clip should be FN=Eε(S1+S0), and ε is the strain.
另外,本实用新型为防止金属弹性体上夹片2及金属弹性体下夹片3在被测钢筋1上滑动,在金属弹性体上夹片2及金属弹性体下夹片3的内表面上设置螺纹。In addition, in order to prevent the
使用时,先根据被测钢筋的外部结构,设计金属弹性体上夹片及金属弹性体下夹片内部结构,然后在金属弹性体上夹片及金属弹性体下夹片内分别固定应力检测元件,最后将金属弹性体上夹片及金属弹性体下夹片紧箍在被测钢筋的外侧。When using, first design the internal structure of the upper clip of metal elastomer and the lower clip of metal elastomer according to the external structure of the steel bar to be tested, and then fix the stress detection element in the upper clip of metal elastomer and the lower clip of metal elastomer respectively. , and finally fasten the upper clip of the metal elastomer and the lower clip of the metal elastomer to the outside of the steel bar under test.
本实用新型的钢筋计并不限于上述具体实施方式,本领域技术人员根据本实用新型的技术方案得出其他的实施方式,同样属于本实用新型的技术创新范围。The steel bar meter of the present invention is not limited to the above-mentioned specific embodiments, and those skilled in the art can obtain other embodiments according to the technical solutions of the present invention, which also belong to the technical innovation scope of the present invention.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111426420A (en) * | 2020-05-14 | 2020-07-17 | 中冶建筑研究总院有限公司 | Clip type steel bar meter capable of preventing steel bar to be measured from being cut off |
| CN112985645A (en) * | 2021-01-21 | 2021-06-18 | 南京工程学院 | Novel equipment stress meter and use method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111426420A (en) * | 2020-05-14 | 2020-07-17 | 中冶建筑研究总院有限公司 | Clip type steel bar meter capable of preventing steel bar to be measured from being cut off |
| CN112985645A (en) * | 2021-01-21 | 2021-06-18 | 南京工程学院 | Novel equipment stress meter and use method thereof |
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