CN210862622U - A Model Test Soil Internal Strain Measurement Device - Google Patents
A Model Test Soil Internal Strain Measurement Device Download PDFInfo
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- CN210862622U CN210862622U CN201922468542.2U CN201922468542U CN210862622U CN 210862622 U CN210862622 U CN 210862622U CN 201922468542 U CN201922468542 U CN 201922468542U CN 210862622 U CN210862622 U CN 210862622U
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- 238000012360 testing method Methods 0.000 title claims abstract description 78
- 239000002689 soil Substances 0.000 title claims abstract description 72
- 238000005259 measurement Methods 0.000 title abstract description 6
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- 238000006073 displacement reaction Methods 0.000 abstract description 9
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- 239000011435 rock Substances 0.000 description 4
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Abstract
Description
技术领域technical field
本实用新型涉及土体内部应变测量技术领域,具体是一种模型试验土体内部应变测量装置。The utility model relates to the technical field of soil internal strain measurement, in particular to a model test soil internal strain measurement device.
背景技术Background technique
土体模型试验是岩土工程应用及研究中非常重要的一种手段,具有准确直观、同实际情况符合性好等优点,近些年来被广泛使用。岩土体模型试验的一个重要环节就是岩土体内部的数据采集。但是对于岩土体内部信息的采集非常困难,尤其是岩土体内部的应变位移数据的准确采集,一直缺少简便而精确的手段。Soil model test is a very important method in the application and research of geotechnical engineering. An important part of the rock and soil model test is the data collection inside the rock and soil mass. However, it is very difficult to collect the internal information of the rock and soil mass, especially the accurate acquisition of the strain and displacement data inside the rock and soil mass, and there has been a lack of simple and accurate means.
现有适用于模型试验土体内部应变测量的方法一般只能测量土中单点或竖向位移,或采用透明土+摄像图形识别技术,对于模型内土体各部位各方向应变测量尚没有很好的方法。还有一些测量装置只能测量土中某深度范围的竖向位移,而且采用人工读数,数据采集效率低。The existing methods for measuring the internal strain of soil in the model test are generally only able to measure single point or vertical displacement in the soil, or use the transparent soil + camera graphic recognition technology. Good method. There are also some measuring devices that can only measure the vertical displacement of a certain depth range in the soil, and manual reading is used, so the data collection efficiency is low.
实用新型内容Utility model content
本实用新型的目的在于克服现有技术的不足,而提供一种模型试验土体内部应变测量装置,该装置结构简单,可以测量水平向及竖向的应变位移,以及土体内不同部位的应变及位移;自动采集数据,数据精度高,采集速度快。The purpose of the utility model is to overcome the deficiencies of the prior art, and to provide a model test soil internal strain measuring device, which has a simple structure and can measure the horizontal and vertical strain displacement, as well as the strain and strain of different parts of the soil. Displacement; automatic data collection, high data accuracy and fast collection speed.
实现本实用新型目的的技术方案是:The technical scheme that realizes the purpose of the present utility model is:
一种模型试验土体内部应变测量装置,包括模型试验箱、数据采集仪、水平应变计和竖向应变计,模型试验箱内填充试验土,若干个水平应变计根据试验需求水平设置在模型试验箱填充的试验土内,若干个竖向应变计根据试验需求竖直设置在模型试验箱填充的试验土内,每个水平应变计和竖向应变计通过数据线与模型试验箱外的数据采集仪连接。A model test soil internal strain measurement device, including a model test box, a data acquisition instrument, a horizontal strain gauge and a vertical strain gauge, the model test box is filled with test soil, and several horizontal strain gauges are set horizontally in the model test according to the test requirements. In the test soil filled by the box, several vertical strain gauges are vertically installed in the test soil filled in the model test box according to the test requirements. instrument connection.
所述的若干个水平应变计,间隔均匀水平设置在模型试验箱填充的试验土内。The several horizontal strain gauges are arranged evenly and horizontally in the test soil filled in the model test box.
所述的若干个竖向应变计,间隔均匀竖直设置在模型试验箱填充的试验土内。The several vertical strain gauges are vertically arranged in the test soil filled in the model test box at uniform intervals.
所述的模型试验箱,为方形箱,长度大于30cm,宽度大于30cm,高度大于20cm。The model test box is a square box, the length is greater than 30cm, the width is greater than 30cm, and the height is greater than 20cm.
所述的模型试验土,为细粒土,保证土体与应变计之间没有空隙,包括粘土或砂土等。The model test soil is fine-grained soil to ensure that there is no gap between the soil and the strain gauge, including clay or sandy soil.
所述的应变计,采用埋入式高精度应变计,能与土体产生协同形变。The strain gauge adopts an embedded high-precision strain gauge, which can produce cooperative deformation with the soil.
所述的采集仪,采用多通道采集仪与应变计配套,可同时读取多个应变计输出的信息并自动记录存储。The said acquisition instrument adopts a multi-channel acquisition instrument to be matched with a strain gauge, and can simultaneously read the information output by a plurality of strain gauges and automatically record and store it.
所述的数据线,采用具有良好的防水性和屏弊性,以及外层锡箔屏蔽覆盖率为100%的数据线。The data cable adopts the data cable with good waterproofness and screen defect, and the shielding coverage rate of the outer layer of tin foil is 100%.
本实用新型提供的一种模型试验土体内部应变测量装置,该装置通过在试验箱内设置水平应变计和竖向应变计,应变计通过数据线与数据采集仪连接,可以精确得到试验箱内土体各个位置的应变位移,自动采集数据,数据精度高,采集速度快。The utility model provides a device for measuring the internal strain of a model test soil. The device is provided with a horizontal strain gauge and a vertical strain gauge in a test box, and the strain gauge is connected with a data acquisition instrument through a data line, so that the inside of the test box can be accurately obtained. The strain displacement of each position of the soil body can automatically collect data, with high data accuracy and fast collection speed.
附图说明Description of drawings
图1为实施例中的一种模型试验土体内部应变测量装置的结构示意图;1 is a schematic structural diagram of a device for measuring internal strain in a model test soil according to an embodiment;
图中:1.模型试验箱 2.模型内试验土 3.水平应变计 4.竖向应变计 5.数据线 6.数据采集仪。In the picture: 1.
具体实施方式Detailed ways
下面结合附图和实施例对本实用新型内容做进一步阐述,但不是对本实用新型的限定。The content of the present utility model will be further described below in conjunction with the accompanying drawings and embodiments, but it is not intended to limit the present utility model.
实施例:Example:
如图1所示,一种模型试验土体内部应变测量装置,包括模型试验箱1、数据采集仪6、6个水平应变计3和3个竖向应变计4,模型试验箱为方形箱,长度大于30cm,宽度大于30cm,高度大于20cm。模型试验箱1内填充试验土2,模型试验土采用粘土或砂土等细粒土,保证土体与应变计之间没有空隙, 6个水平应变计3根据试验需求间隔均匀的水平设置在模型试验箱填充的试验土2内,3个竖向应变计4根据试验需求间隔均匀的竖直设置在模型试验箱填充的试验土2内,水平应变计3和竖向应变计4采用埋入式高精度应变计,能与土体产生协同形变;每个水平应变计3和竖向应变计4通过具有良好的防水性和屏弊性,以及外层锡箔屏蔽覆盖率为100%的数据线5与模型试验箱1外的数据采集仪6连接,采用多通道采集仪与应变计配套,可同时读取多个应变计输出的信息并自动记录存储。As shown in Figure 1, a model test soil internal strain measurement device includes a
该装置的使用方法为:The method of using the device is:
1)在模型试验箱底部铺设一层试验土,土整平压实后,将6个水平应变计间隔均匀设置在试验土上,应变计与模型试箱底部或侧壁的距离应大于5cm;然后再在水平应变计上铺设试验土并碾压密实,保证应变计与土体间没有空隙;同时每个水平应变计单独使用数据线引出模型试验箱体外与数据采集仪连接;1) Lay a layer of test soil at the bottom of the model test box. After the soil is leveled and compacted, 6 horizontal strain gauges are evenly spaced on the test soil. The distance between the strain gauge and the bottom or side wall of the model test box should be greater than 5cm; Then, the test soil is laid on the horizontal strain gauge and compacted to ensure that there is no gap between the strain gauge and the soil; at the same time, each horizontal strain gauge uses a separate data cable to lead out the outside of the model test box and connect to the data acquisition instrument;
2)在模型试验箱未填土前,在预埋置竖向应变计位置放一根竖向圆管,圆管内放入应变计,圆管内径比应变计外径大2~5mm;待填土到一定高度后,分段缓慢提出圆管,露出圆管内的应变计直接与土体接触,然后把填土压实;后续填土按照此方法直到把全部竖向应变计埋入土体内,各应变计单独用数据线引出并与数据采集仪连接;2) Before the model test box is filled with soil, place a vertical circular tube at the position of the pre-embedded vertical strain gauge, and put the strain gauge in the circular tube. The inner diameter of the circular tube is 2-5mm larger than the outer diameter of the strain gauge; After the soil reaches a certain height, the circular tube is slowly lifted out in sections, the strain gauges in the exposed circular tube are in direct contact with the soil, and then the filling is compacted; the subsequent filling follows this method until all the vertical strain gauges are buried in the soil. The strain gauge is led out by a data cable and connected with the data acquisition instrument;
3)模型试验箱内土体全部填筑完后,在土体表面施加外部荷载、光照或降雨,这些外部因素导致土体内部产生一定的应变及位移,而应变计与周围土体产生同步变形,并将应变及位移信息传输到外部的采集仪显示或存储。3) After the soil in the model test box is completely filled, external loads, light or rainfall are applied to the surface of the soil. These external factors cause certain strain and displacement inside the soil, and the strain gauge and the surrounding soil deform synchronously , and transmit the strain and displacement information to the external acquisition instrument for display or storage.
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CN114279862A (en) * | 2021-11-17 | 2022-04-05 | 莆田学院 | Stress-strain three-dimensional test platform and test method |
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CN114279862A (en) * | 2021-11-17 | 2022-04-05 | 莆田学院 | Stress-strain three-dimensional test platform and test method |
CN114279862B (en) * | 2021-11-17 | 2023-12-26 | 莆田学院 | Stress-strain three-dimensional test platform and test method |
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