CN102607943A - Clamp for measuring creep deformation of geo-grid material, and using method thereof - Google Patents

Clamp for measuring creep deformation of geo-grid material, and using method thereof Download PDF

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CN102607943A
CN102607943A CN2012100902637A CN201210090263A CN102607943A CN 102607943 A CN102607943 A CN 102607943A CN 2012100902637 A CN2012100902637 A CN 2012100902637A CN 201210090263 A CN201210090263 A CN 201210090263A CN 102607943 A CN102607943 A CN 102607943A
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anchor clamps
grid
fixture
load
creep
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李利平
王庆瀚
胡聪
李术才
周宗青
石少帅
宋曙光
周毅
陈云娟
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Shandong University
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Abstract

本发明涉及一种用于测定土工格栅材料蠕变的夹具及其使用方法,夹具包括上夹具、下夹具,上夹具、下夹具在同一侧分别垂直连接外侧量尺和内侧量尺,外测量尺与内侧量尺嵌套可滑动连接,内侧量尺与下夹具连接处设有刻度盘,下夹具通过转轴与载重杆活动连接,载重杆连接托盘。本发明克服了以往蠕变实验过程中的不足,成功减小了实验误差,使格栅受力更加均衡,荷载施加更加规范,具有更高的准确率,极大的避免了人为因素所带来的实验误差,而且操作方便,提高了实验效率,更具实用性。

Figure 201210090263

The invention relates to a fixture for measuring the creep of geogrid materials and a method for using the fixture. The fixture includes an upper fixture and a lower fixture. The ruler and the inner measuring ruler are nested and slidably connected, and a dial is provided at the joint between the inner measuring ruler and the lower fixture, and the lower fixture is movably connected to the load bar through a rotating shaft, and the load bar is connected to the pallet. The invention overcomes the deficiencies in the previous creep experiment process, successfully reduces the experimental error, makes the grid force more balanced, the load application is more standardized, has higher accuracy, and greatly avoids the human factors. The experimental error is small, and the operation is convenient, which improves the experimental efficiency and is more practical.

Figure 201210090263

Description

用于测定土工格栅材料蠕变的夹具及其使用方法Fixture for measuring creep of geogrid material and method of use thereof

技术领域 technical field

本发明涉及一种用于土工材料性质实验中测定材料蠕变的装置。  The invention relates to a device for measuring material creep in geotechnical material property experiments. the

背景技术 Background technique

材料在常应力作用下,变形随时间的延续而缓慢增长的现象叫做蠕变。蠕变实验是指检测材料在一定温度和力的作用下所发生的蠕变变形和蠕变速度等数据的试验。  The phenomenon that the deformation of a material increases slowly over time under the action of constant stress is called creep. Creep test refers to the test to detect the creep deformation and creep speed of materials under the action of certain temperature and force. the

随着我国土木工程的不断发展,对土工材料的性能要求逐步提高,各类新型土工合成材料相继被研发出来,对新型土工合成材料的性能测试成为人们密切关注的方向,因此,各地对土工材料的性能测试实验深入地展开,高效、准确地测定材料的性质就成了主流发展趋势。  With the continuous development of civil engineering in my country, the performance requirements of geotechnical materials are gradually improved, and various new geosynthetic materials have been developed one after another. The performance test of new geosynthetic materials has become a direction that people pay close attention to. The performance test experiment of the material has been carried out in depth, and the efficient and accurate determination of the properties of the material has become the mainstream development trend. the

目前,许多学者已开展了不少包含土工格栅在内的土工合成材料蠕变特性的试验研究,将蠕变实验大致分为两类:一类是进行长期荷载下的蠕变试验;一类是利用时间-温度等效原理和荷载-时间等效原理进行的加速蠕变试验。对于前者,按照目前多数国家规范规定,一般应进行1000h以上的长期荷载蠕变试验。而对于后者,即认为在某一温度下较高荷载时在相对短的时间内发生的蠕变等价于在同一温度下相对低的荷载时在相对长的时间内发生的蠕变,从而在相对短的时间内获得土工合成材料的长期蠕变特性。通过控制蠕变实验过程的温度恒定,测量一定时间间隔内土工材料受力后细微的变形,最后得到该材料的蠕变曲线,蠕变速率等,供工程和科研参考。  At present, many scholars have carried out many experimental studies on the creep characteristics of geosynthetics including geogrids. The creep experiments are roughly divided into two categories: one is the creep test under long-term load; the other is the creep test under long-term load. It is an accelerated creep test using the time-temperature equivalent principle and the load-time equivalent principle. For the former, according to the current regulations of most national standards, a long-term load creep test of more than 1000h should generally be carried out. For the latter, it is considered that the creep that occurs in a relatively short period of time under a relatively high load at a certain temperature is equivalent to the creep that occurs within a relatively long period of time under a relatively low load at the same temperature, so that The long-term creep properties of geosynthetics are obtained in a relatively short period of time. By controlling the temperature of the creep experiment process to be constant, measuring the slight deformation of the geotechnical material after a certain time interval, and finally obtaining the creep curve and creep rate of the material for reference in engineering and scientific research. the

目前,格栅蠕变实验的流程已经基本成熟,但在精确程度上却有不足,而且较繁琐,由于无法保证夹具平行使用,导致格栅各单元不等长且受力不均衡;悬杆与夹具的固定式连接方式无法保证荷载的竖直施加,形成细微的侧向力对实验结果的准确性影响较大;用游标卡尺测量上下夹具间距的方法测量蠕变数值时,卡尺滑移或人为操作不当都将影响实验效果。因此,传统蠕变夹具已经难以满足高精度格栅蠕变实验的需要。  At present, the process of grid creep test is basically mature, but it is insufficient in accuracy and is cumbersome. Since the parallel use of fixtures cannot be guaranteed, the length of each grid unit is not equal and the force is unbalanced; the suspension rod and The fixed connection method of the fixture cannot guarantee the vertical application of the load, and the slight lateral force formed has a great influence on the accuracy of the experimental results; Improperness will affect the experimental results. Therefore, traditional creep fixtures have been difficult to meet the needs of high-precision grid creep experiments. the

发明内容 Contents of the invention

针对上述问题,本发明提供了一种用于测定土工格栅材料蠕变的夹具及其使用方法,其操作简单,高效方便。  In view of the above problems, the present invention provides a fixture for measuring the creep of geogrid materials and its use method, which is easy to operate, efficient and convenient. the

本发明是通过以下技术方案实现的:  The present invention is achieved through the following technical solutions:

一种用于测定土工格栅材料蠕变的夹具,包括上夹具、下夹具,上夹具、下夹具在同一侧分别垂直连接外侧量尺和内侧量尺,外测量尺与内侧量尺嵌套可滑动连接,内侧量尺与下夹具连接处设有刻度盘,下夹具通过转轴与载重杆活动连接,载重杆连接托盘。  A fixture for measuring the creep of geogrid materials, including an upper fixture and a lower fixture. The upper fixture and the lower fixture are respectively vertically connected to the outer measuring ruler and the inner measuring ruler on the same side, and the outer measuring ruler and the inner measuring ruler can be nested. Sliding connection, a dial is provided at the connection between the inner measuring scale and the lower fixture, the lower fixture is movably connected with the load bar through the rotating shaft, and the load bar is connected to the pallet. the

所述的上夹具、下夹具上分别设有加紧格栅材料的固定螺丝。  Fixing screws for tightening the grid material are respectively provided on the upper clamp and the lower clamp. the

所述的用于测定土工格栅材料蠕变的夹具的使用方法,包括步骤如下:  The use method of the fixture for measuring the creep of geogrid material includes the following steps:

(1)将装置的内、外侧量尺呈水平放置,放松上、下夹具的固定螺丝,将待测格栅安置于上、下夹具之间,保持格栅材料自然伸长不弯曲,之后拧紧固定螺丝,确保格栅与夹具间不会相对滑移;  (1) Place the inner and outer measuring scales of the device horizontally, loosen the fixing screws of the upper and lower fixtures, place the grille to be tested between the upper and lower fixtures, keep the grille material naturally elongated without bending, and then tighten it Fix the screws to ensure that there will be no relative slippage between the grille and the fixture;

(2)将装置竖起,将其上夹具固定在试验台架上,使用液压千斤顶将载重杆下的托盘托起,确保此时托盘没有对格栅向下的拉力,之后细微调整上下夹具间距,确认格栅处于自然伸直状态,调整刻度盘调零旋钮,设为初始零刻度;  (2) Stand up the device, fix the upper fixture on the test bench, use a hydraulic jack to lift the tray under the load bar, and ensure that the tray does not pull downward on the grid at this time, and then fine-tune the distance between the upper and lower fixtures , confirm that the grille is in a natural straight state, adjust the zero adjustment knob of the dial, and set it to the initial zero scale;

(3)在托盘上施加一定荷载稳定后,缓慢降下液压千斤顶,同时记为零时刻,之后每隔固定的时间观察下刻度盘上的读数并记录。  (3) After a certain load is applied on the pallet and stabilized, lower the hydraulic jack slowly, and record it as zero time at the same time, and then observe and record the reading on the dial at regular intervals. the

本发明克服了以往蠕变实验过程中的不足,成功减小了实验误差,使格栅受力更加均衡,荷载施加更加规范,具有更高的准确率,极大的避免了人为因素所带来的实验误差,而且操作方便,提高了实验效率,更具实用性。与传统的实验装置相比,该装置具有以下优点:  The invention overcomes the deficiencies in the previous creep experiment process, successfully reduces the experimental error, makes the grid force more balanced, the load application is more standardized, has higher accuracy, and greatly avoids the human factors. The experimental error is small, and the operation is convenient, which improves the experimental efficiency and is more practical. Compared with traditional experimental devices, this device has the following advantages:

1.夹具与量尺垂直固定,保证上下夹具的平行安置,进一步保证了格栅各单元的长度相等均匀拉伸,避免了受力不均现象,减小了实验误差。  1. Fixtures are vertically fixed to the measuring scale to ensure the parallel placement of the upper and lower fixtures, further ensuring that the lengths of each unit of the grid are equal and evenly stretched, avoiding uneven force and reducing experimental errors. the

2.本装置成功避免了传统试验中先固定夹具,再在上下夹具间安置卡尺的繁琐操作,消除了卡尺中途滑动失准的现象,实时调零使实验数据更加准确直观。  2. This device successfully avoids the cumbersome operation of fixing the fixture first and then placing the caliper between the upper and lower fixtures in the traditional test, and eliminates the phenomenon that the caliper slides and loses alignment midway. Real-time zero adjustment makes the experimental data more accurate and intuitive. the

3.转轴连接载重杆,由重力作用达到自然竖直状态,保证了荷载的竖直施加,消除了因载重杆不竖直而产生的侧向力,很大程度上提高了实验精度。  3. The rotating shaft is connected to the loading rod, and the natural vertical state is achieved by gravity, which ensures the vertical application of the load, eliminates the lateral force caused by the non-vertical loading rod, and greatly improves the accuracy of the experiment. the

如下为某新型土工格栅材料蠕变实验对比:(每组实验测量两根格栅材料的共同拉伸)  The following is a comparison of creep experiments of a new type of geogrid material: (each group of experiments measures the co-extension of two grid materials) 

Figure BDA0000148886210000021
Figure BDA0000148886210000021

数据分析:由上表可知,用本专利夹具的仪表盘终读数与实际伸长量相等,计量简单。避免了人为计算带来的误差;由于新型装置的荷载施加更加均匀,避免了荷载施加不竖直而产生的偏拉作用,两根格栅材料平衡受力,使格栅材料不因单根受力大而拉长,因此测量结果较原方法较小,实验精度得到了提高。  Data analysis: It can be seen from the above table that the final reading of the instrument panel with this patented fixture is equal to the actual elongation, and the measurement is simple. The error caused by artificial calculation is avoided; because the load applied by the new device is more uniform, the biased pull effect caused by the non-vertical load application is avoided, and the two grid materials are balanced in force, so that the grid material is not affected by a single load. The force is large and elongated, so the measurement result is smaller than the original method, and the experimental accuracy has been improved. the

附图说明 Description of drawings

图1为本发明装置的结构示意图。  Fig. 1 is a structural schematic diagram of the device of the present invention. the

其中1.上夹具;2.下夹具;3.上夹具固定螺丝;4.下夹具固定螺丝;5.刻度盘;6.调节旋钮;7.转轴;8.载重杆;9.托盘;10.外侧量尺;11.内侧量尺。  1. Upper fixture; 2. Lower fixture; 3. Fixing screw of upper fixture; 4. Fixing screw of lower fixture; 5. Dial; 6. Adjusting knob; 7. Shaft; 8. Loading bar; 9. Tray; 10. Outside measuring stick; 11. Inside measuring stick. the

具体实施方式 Detailed ways

下面结合附图对本发明作进一步的说明。  The present invention will be further described below in conjunction with the accompanying drawings. the

一种用于测定土工格栅材料蠕变的夹具,包括上夹具1、下夹具2,上夹具1、下夹具2在同一侧分别垂直连接外侧量尺10和内侧量尺11,外侧量尺10与内侧量尺11嵌套可滑动连接,内侧量尺11与下夹具2连接处设有刻度盘5,下夹具2通过转轴7与载重杆8活动连接,载重杆8连接托盘9。  A fixture for measuring the creep of geogrid materials, comprising an upper fixture 1 and a lower fixture 2, and the upper fixture 1 and the lower fixture 2 are vertically connected to the outer measuring ruler 10 and the inner measuring ruler 11 respectively on the same side, and the outer measuring ruler 10 Nested and slidably connected with the inner measuring ruler 11, a dial 5 is provided at the joint between the inner measuring ruler 11 and the lower fixture 2, the lower fixture 2 is movably connected with the load bar 8 through the rotating shaft 7, and the load bar 8 is connected to the pallet 9. the

所述的上夹具1、下夹具2上分别设有加紧格栅材料的固定螺丝。  The upper fixture 1 and the lower fixture 2 are respectively provided with fixing screws for tightening the grid material. the

所述刻度盘5安置在内侧量尺11上,夹好格栅材料后通过调节旋钮6设置为初始零刻度,蠕变过程中准确显示内外量尺的相对位移,从而反映出格栅材料的蠕变情况。  The dial 5 is placed on the inner scale 11, and after the grid material is clamped, it is set to the initial zero scale by adjusting the knob 6, and the relative displacement of the inner and outer scales is accurately displayed during the creep process, thereby reflecting the creep of the grid material. change the situation. the

所述托盘9与载重杆8垂直相连,载重杆8另一端设有转轴7,与下夹具2组装,可以自由摆动,保证了荷载的竖直施加。  The pallet 9 is vertically connected to the load bar 8, and the other end of the load bar 8 is provided with a rotating shaft 7, which is assembled with the lower clamp 2 and can swing freely to ensure the vertical application of the load. the

实施例1  Example 1

某新型土工格栅材料的蠕变实验采用本新型测量装置测量,实验步骤如下:  The creep experiment of a new type of geogrid material is measured by the new measurement device, and the experimental steps are as follows: 

A将整个装置水平放置,放松上下夹具固定螺丝3和4,将待测格栅安置于夹具之间,保持格栅材料自然伸长不弯曲,之后拧紧固定螺丝3、4,确保格栅与夹具间不会相对滑移。  A Place the whole device horizontally, loosen the fixing screws 3 and 4 of the upper and lower fixtures, place the grid to be tested between the fixtures, keep the grid material stretched naturally without bending, and then tighten the fixing screws 3 and 4 to ensure that the grid is in contact with the fixture There will be no relative slippage between them. the

B将装置竖起,上夹具1固定在试验台架上,使用液压千斤顶将载重杆下托盘9托起,确保此时托盘9没有对格栅向下的拉力,之后细微调整上下夹具1、2的间距,确认格栅处于自然伸直状态,调整刻度表盘5上的调零旋钮6,设为初始零刻度。  B erect the device, fix the upper fixture 1 on the test bench, use a hydraulic jack to lift the lower tray 9 of the load bar, and ensure that the tray 9 has no downward pulling force on the grille at this time, and then fine-tune the upper and lower fixtures 1 and 2 Make sure that the grille is in a natural straight state, adjust the zero adjustment knob 6 on the scale dial 5, and set it as the initial zero scale. the

C在托盘9上施加一定荷载稳定后,缓慢降下液压千斤顶,同时记为零时刻,之后每隔固定的时间观察下刻度盘5上的读数并记录,进行接下来的实验。  C After applying a certain load on the pallet 9 and stabilizing it, lower the hydraulic jack slowly, and record it as zero time at the same time, then observe and record the reading on the lower dial 5 at regular intervals, and carry out the next experiment. the

测量结果如下表所示:  The measurement results are shown in the table below:

测试结果表明本次实验满足蠕变实验要求,而且操作简洁,精度提高,成功避免了因偏拉导致的受力不均匀情况。  The test results show that this experiment meets the requirements of the creep experiment, and the operation is simple, the accuracy is improved, and the uneven force caused by the partial tension is successfully avoided. the

Figure BDA0000148886210000041
Figure BDA0000148886210000041
.

Claims (3)

1. anchor clamps that are used to measure the geo-grid material creep; It is characterized in that it comprises anchor clamps, lower clamp, last anchor clamps, lower clamp be vertical respectively outside gage and the inboard gage of connecting in the same side; The external pelivimetry chi slidably is connected with inboard gage is nested; Inboard gage and lower clamp junction are provided with index dial, and lower clamp flexibly connects through rotating shaft and load-carrying bar, and the load-carrying bar connects pallet.
2. a kind of anchor clamps that are used to measure the geo-grid material creep according to claim 1 is characterized in that, described going up on anchor clamps, the lower clamp is respectively equipped with the fixed screw that steps up grid material.
3. claim 1 or 2 described a kind of method of application that are used to measure the anchor clamps of geo-grid material creep is characterized in that, comprise that step is following:
(1) the medial and lateral gage with device is horizontal positioned; Loosen the fixed screw of upper and lower anchor clamps, grid to be measured is placed between the upper and lower anchor clamps, keep grid material to extend not crooked naturally; Tighten fixed screw afterwards, guarantee not slippage relatively between grid and anchor clamps;
(2) device is holded up; On test-bed, use hydraulic jack that the pallet under the load-carrying bar is held up clamps on it, guarantee that pallet is not to the downward pulling force of grid at this moment; Trickle afterwards adjustment is spacing jig up and down; Confirm that grid is in the nature straight configuration, adjustment index dial zeroing knob is made as initial zero graduation;
(3) apply on the pallet constant load stable after, slowly fall hydraulic jack, be designated as zero simultaneously constantly, whenever afterwards observe reading and record on the index dial down at a distance from regular time.
CN2012100902637A 2012-03-30 2012-03-30 Clamp for measuring creep deformation of geo-grid material, and using method thereof Pending CN102607943A (en)

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CN105223225A (en) * 2015-10-08 2016-01-06 同济大学 A kind of test macromolecular material shape-memory properties device, method of testing and application thereof
CN106198197B (en) * 2016-06-22 2018-08-31 安徽徽风新型合成材料有限公司 A kind of TGXG stretching clamping device
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Application publication date: 20120725