CN102590061A - Device and method for evaluating concrete permeability simply and quickly - Google Patents
Device and method for evaluating concrete permeability simply and quickly Download PDFInfo
- Publication number
- CN102590061A CN102590061A CN2012100189940A CN201210018994A CN102590061A CN 102590061 A CN102590061 A CN 102590061A CN 2012100189940 A CN2012100189940 A CN 2012100189940A CN 201210018994 A CN201210018994 A CN 201210018994A CN 102590061 A CN102590061 A CN 102590061A
- Authority
- CN
- China
- Prior art keywords
- cylindrical
- test block
- concrete test
- concrete
- heating
- 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.)
- Granted
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 112
- 230000035699 permeability Effects 0.000 title claims abstract description 28
- 238000000034 method Methods 0.000 title claims abstract description 24
- 238000012360 testing method Methods 0.000 claims abstract description 70
- 238000010438 heat treatment Methods 0.000 claims abstract description 47
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 42
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 238000011156 evaluation Methods 0.000 claims description 10
- 238000001035 drying Methods 0.000 claims description 4
- 238000002791 soaking Methods 0.000 abstract description 11
- 238000001514 detection method Methods 0.000 abstract description 2
- 238000007654 immersion Methods 0.000 abstract description 2
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 3
- 238000007716 flux method Methods 0.000 description 3
- 230000035515 penetration Effects 0.000 description 3
- 238000010835 comparative analysis Methods 0.000 description 2
- 239000011372 high-strength concrete Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 230000005684 electric field Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000004574 high-performance concrete Substances 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Images
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
简易快速评价混凝土渗透性的装置及方法,它涉及一种评价混凝土渗透性的装置及方法。针对目前检测混凝土渗透性的装置复杂、检测方法操作复杂且应用范围受限的问题。装置方案:圆柱形混凝土试块设在转盘上,装有水的圆柱形盒体设在圆柱形通孔内,装有水的圆柱形盒体顶部设有盒盖,微波炉内设有钢板,钢板上设有长方形开口;方法方案:将圆柱形混凝土试块放在微波炉的转盘上进行第一次加热;将圆柱形混凝土试块放入盛满水的容器内进行浸泡,浸泡时间为t,圆柱形混凝土试块放在微波炉的转盘上进行第二次加热;计算出两次加热后圆柱形混凝土试块吸收的热量差值Q,用Q/t的比值对混凝土渗透性进行评价。本发明检测混凝土渗透性。
The invention provides a device and method for simply and quickly evaluating the permeability of concrete, which relates to a device and a method for evaluating the permeability of concrete. The present invention aims at the problems of complex devices for detecting the permeability of concrete, complicated operation of the detection method and limited application range. Device scheme: the cylindrical concrete test block is set on the turntable, the cylindrical box body filled with water is set in the cylindrical through hole, the top of the cylindrical box body filled with water is provided with a box cover, and the microwave oven is equipped with a steel plate, a steel plate There is a rectangular opening on the top; the method scheme: put the cylindrical concrete test block on the turntable of the microwave oven for the first heating; put the cylindrical concrete test block into a container filled with water for immersion, the soaking time is t, and the cylinder The cylindrical concrete test block is placed on the turntable of the microwave oven for the second heating; the heat difference Q absorbed by the cylindrical concrete test block after two heatings is calculated, and the permeability of the concrete is evaluated by the ratio of Q/t. The invention detects the permeability of concrete.
Description
技术领域 technical field
本发明涉及一种评价混凝土渗透性的装置及方法。The invention relates to a device and method for evaluating the permeability of concrete.
背景技术 Background technique
在混凝土中渗透性是一个综合指标,它是指气体、液体或离子受压力、化学势或者电场的作用,在混凝土中渗透、扩散或迁移的难易程度。混凝土的渗透性与混凝土耐久性密切相关,是评价混凝土质量最重要的指标之一。抗渗性良好的混凝土可以抵御一切外来侵蚀介质的影响,大大提高混凝土的耐久性。在我国混凝土渗透性的试验方法起初主要是透水法,由抗渗标号、渗透系数和渗水高度进行表征。近年来,氯离子电通量法(ASTM C1202)、快速氯离子迁移系数法(RCM法)及饱盐混凝土电导率法(NEL法)等电学参数评价方法越来越多被应用评价高强高性能混凝土。透水法操作设备较复杂,试件需要密封,操作繁琐,试验时间较长,对高强高性能混凝土只能用渗透高度评价,但渗透高度的测量值不易准确。而氯离子电通量法由于测试时间较长,易导致电极发热,另外电学参数评价方法对于钢纤维混凝土、掺有盐类外加剂的混凝土均不适用,其适用范围受到一定限制。因此,对于大批量混凝土渗透性的对比试验及施工现场混凝土渗透性的评价需要设计一种简单的测量装置和快速、适用范围广的评价方法。Permeability in concrete is a comprehensive index, which refers to the ease of penetration, diffusion or migration of gases, liquids or ions in concrete under the action of pressure, chemical potential or electric field. The permeability of concrete is closely related to the durability of concrete, and it is one of the most important indicators for evaluating the quality of concrete. Concrete with good impermeability can resist the influence of all external erosive media and greatly improve the durability of concrete. In my country, the test method of concrete permeability is mainly permeable method at first, which is characterized by impermeability grade, permeability coefficient and water seepage height. In recent years, more and more electrical parameter evaluation methods such as chloride ion flux method (ASTM C1202), rapid chloride ion transfer coefficient method (RCM method) and salt-saturated concrete conductivity method (NEL method) have been applied to evaluate high strength and high performance. concrete. The operating equipment of the permeable method is relatively complicated, the test piece needs to be sealed, the operation is cumbersome, and the test time is long. For high-strength and high-performance concrete, only the penetration height can be used to evaluate, but the measurement value of the penetration height is not easy to be accurate. The chloride ion electric flux method is easy to cause electrode heating due to the long test time. In addition, the electrical parameter evaluation method is not suitable for steel fiber concrete and concrete mixed with salt admixtures, and its scope of application is limited to a certain extent. Therefore, it is necessary to design a simple measuring device and a rapid and widely applicable evaluation method for the comparative test of the permeability of large quantities of concrete and the evaluation of the permeability of concrete at the construction site.
发明内容 Contents of the invention
本发明的目的是提供一种简易快速评价混凝土渗透性的装置及方法,以解决目前检测混凝土渗透性的装置复杂、检测方法操作复杂且应用范围受限的问题。The object of the present invention is to provide a simple and fast device and method for evaluating the permeability of concrete, so as to solve the problems of complicated devices for detecting the permeability of concrete, complex operation of the detection method and limited application range.
本发明为解决上述技术问题采取的技术方案是:装置方案:所述装置包括微波炉和转盘,微波炉内的底部设有转盘,所述装置还包括装有水的圆柱形盒体、盒盖和钢板,圆柱形混凝土试块设在转盘上,圆柱形混凝土试块沿轴向设有圆柱形通孔,装有水的圆柱形盒体设在圆柱形通孔内,装有水的圆柱形盒体顶部设有盒盖,微波炉内设有钢板,钢板上设有长方形开口,长方形开口的高度与圆柱形混凝土试块的高度一致;The technical solution adopted by the present invention to solve the above technical problems is: device solution: the device includes a microwave oven and a turntable, the bottom of the microwave oven is provided with a turntable, and the device also includes a cylindrical box body filled with water, a lid and a steel plate , the cylindrical concrete test block is set on the turntable, the cylindrical concrete test block is provided with a cylindrical through hole along the axial direction, the cylindrical box body filled with water is set in the cylindrical through hole, and the cylindrical box body filled with water A box cover is provided on the top, a steel plate is provided inside the microwave oven, and a rectangular opening is provided on the steel plate, and the height of the rectangular opening is consistent with the height of the cylindrical concrete test block;
方法方案:所述方法包括以下步骤:步骤一、首先将圆柱形盒体内装满水后放入圆柱形通孔内,然后将圆柱形混凝土试块放在微波炉的转盘上进行第一次加热,加热后取出圆柱形混凝土试块,立即测量装有水的圆柱形盒体内水的温度T1,加热功率与加热时间的选取要确保T1≤80℃;Method scheme: the method includes the following steps:
步骤二、取出圆柱形混凝土试块后,待温度降至室温后,将圆柱形混凝土试块放入盛满水的容器内进行浸泡,浸泡时间为t;
步骤三、取出圆柱形混凝土试块后,使圆柱形混凝土试块达到表干状态,圆柱形混凝土试块放在微波炉的转盘上进行第二次加热,加热功率和加热时间均与第一次加热相同;Step 3. After taking out the cylindrical concrete test block, make the cylindrical concrete test block reach the dry state, put the cylindrical concrete test block on the turntable of the microwave oven for the second heating, the heating power and heating time are the same as the first heating same;
步骤四、加热后取出圆柱形混凝土试块测量圆柱形盒体内水的温度T2,根据热量计算公式Q=cm·ΔT计算出两次加热后圆柱形混凝土试块吸收的热量差值,其中ΔT=T2-T1,用Q/t的比值对混凝土渗透性进行评价。Step 4: Take out the cylindrical concrete test block after heating and measure the temperature T 2 of the water in the cylindrical box, and calculate the heat difference absorbed by the cylindrical concrete test block after two heatings according to the heat calculation formula Q=cm·ΔT, where ΔT =T 2 -T 1 , use the ratio of Q/t to evaluate the concrete permeability.
本发明具有以下有益效果:1、本发明装置结构简单,只需在日常生活中所用的微波炉上加以改进;方便易得,造价低。2、本发明评价方法,只需监测混凝土样品浸泡前后导致特定容器内水温的变化和浸泡时间,计算出Q/t就可表征混凝土的渗透性,简单易行,试验时间只需几分钟。与其他的评价方法相比较,试验时间大大缩短,目前电通量法需要6小时,水压法时间不定,尤其是高强混凝土试验时间很长,再考虑这些方法要求混凝土样品的预处理时间,如烘干、真空饱水等,至少需要24小时。而本发明考虑微波加热烘干至恒重,再次大大缩短试验周期,操作简单。The present invention has the following beneficial effects: 1. The device of the present invention has a simple structure and only needs to be improved on the microwave oven used in daily life; it is convenient and easy to obtain and low in cost. 2. The evaluation method of the present invention only needs to monitor the change of water temperature and soaking time in a specific container before and after soaking the concrete sample, and calculate the Q/t to characterize the permeability of the concrete. It is simple and easy, and the test time only needs a few minutes. Compared with other evaluation methods, the test time is greatly shortened. At present, the electric flux method needs 6 hours, and the water pressure method is uncertain, especially for high-strength concrete. The test time is very long. Considering the pretreatment time of concrete samples required by these methods, such as Drying, vacuum saturation, etc. need at least 24 hours. However, the present invention considers microwave heating and drying to constant weight, greatly shortens the test cycle again, and is easy to operate.
附图说明 Description of drawings
图1是本发明的整体结构示意图。Fig. 1 is a schematic diagram of the overall structure of the present invention.
具体实施方式 Detailed ways
具体实施方式一:结合图1说明本实施方式,本实施方式的装置包括微波炉5和转盘6,微波炉5内的底部设有转盘6,所述装置还包括装有水的圆柱形盒体2、盒盖4和钢板7,圆柱形混凝土试块1设在转盘6上,圆柱形混凝土试块1沿轴向设有圆柱形通孔1-1,装有水的圆柱形盒体2设在圆柱形通孔1-1内,装有水的圆柱形盒体2顶部设有盒盖4,微波炉5内设有钢板7,钢板7上设有长方形开口8,长方形开口8的高度与圆柱形混凝土试块1的高度一致。Specific embodiment one: illustrate this embodiment in conjunction with Fig. 1, the device of this embodiment comprises
具体实施方式二:本实施方式的方法包括以下步骤:步骤一、首先将圆柱形盒体2内装满水后放入圆柱形通孔1-1内,然后将圆柱形混凝土试块1放在微波炉5的转盘6上进行第一次加热,加热后取出圆柱形混凝土试块1,立即测量装有水的圆柱形盒体2内水的温度T1,加热功率与加热时间的选取要确保T1≤80℃;Specific embodiment two: the method of the present embodiment comprises the following steps: step one, at first put into the cylindrical through hole 1-1 after being filled with water in the
步骤二、取出圆柱形混凝土试块1后,待温度降至室温后,其中室温的温度为18-25摄氏度,将圆柱形混凝土试块1放入盛满水的容器内进行浸泡,浸泡时间为t,t根据混凝土的种类而确定;
步骤三、取出圆柱形混凝土试块1后,使圆柱形混凝土试块达到表干状态,圆柱形混凝土试块1放在微波炉5的转盘6上进行第二次加热,加热功率和加热时间均与第一次加热相同;Step 3: After taking out the cylindrical
步骤四、加热后取出圆柱形混凝土试块1测量圆柱形盒体2内水的温度T2,根据热量计算公式Q=cm·ΔT计算出两次加热后圆柱形混凝土试块1吸收的热量差值,其中ΔT=T2-T1,用Q/t的比值对混凝土渗透性进行评价。Step 4: Take out the cylindrical
上述步骤是在未考虑混凝土样品初始含水率的情况下,即从各种混凝土实际工况中取出的样品进行上述评价的,可以用作实际工程中不同区域、部位混凝土渗透性的对比评价分析。另外,若要考虑混凝土样品具有相同的基准,去除混凝土样品初始含水率的影响,实验室常规的做法是将混凝土样品在105℃烘箱内烘干24小时至恒重,本发明中采取将混凝土样品放在微波炉中选用低功率档烘干之至恒重,然后继续重复步骤一至步骤四的试验,利用微波加热法大大缩短了混凝土样品的干燥时间。The above steps are performed on samples taken from various actual concrete working conditions without considering the initial moisture content of concrete samples, and can be used for comparative evaluation and analysis of concrete permeability in different areas and parts in actual engineering. In addition, if it is necessary to consider that the concrete samples have the same benchmark and remove the influence of the initial moisture content of the concrete samples, the routine practice in the laboratory is to dry the concrete samples in an oven at 105°C for 24 hours to constant weight. In the present invention, the concrete sample Put it in a microwave oven and select a low-power gear to dry until it reaches a constant weight, and then continue to repeat the test from
具体实施方式三:本实施方式的步骤一中加热功率为750W-1500W,加热时间为45秒-180秒,此功率为微波炉常用功率,操作常规简易,加热时间根据混凝土的品种选取。其它步骤与具体实施方式二相同。Specific embodiment three: the heating power in step one of this embodiment is 750W-1500W, and the heating time is 45 seconds-180 seconds. This power is the power commonly used in microwave ovens, and the operation is simple and convenient. Other steps are the same as in the second embodiment.
具体实施方式四:本实施方式的步骤二中步骤二中圆柱形混凝土试块1浸泡的时间为2-24小时,浸泡时间根据混凝土的品种选取。其它步骤与具体实施方式二或三相同。Embodiment 4: The soaking time of cylindrical
具体实施方式五:圆柱形混凝土试块1直径为150mm,高为80mm,中心孔直径为50mm,中心孔内装入塑料圆柱形盒体2,盒外径为50mm,内径为44mm,高为80mm,长方形窗口8的高为80mm,宽为20mm,钢板的厚度为3mm。塑料圆柱形盒体2内注入100ml水,盖上盒盖4,圆柱形混凝土试块1放入微波炉5内的转盘6上的中心处,微波炉5具有功率调节、功率数字显示、加热时间设置的功能,调节微波炉输出功率为1000W,微波炉5发射的微波通过钢板7的长方形窗口8,径向射在圆柱形混凝土试块1上,加热时间为120秒,加热后取出圆柱形混凝土试块1,打开盒盖4测量圆柱形盒体2内水的温度,将圆柱形混凝土试块1浸入装有水的容器内,浸泡2小时后取出圆柱形混凝土试块1,用湿布擦去其表面水分使其至表干状态,再次将圆柱形混凝土试块1放入微波炉5的转盘6上,用微波炉5对圆柱形混凝土试块1再次加热,加热时间与加热功率与第一次相同,加热后取出圆柱形混凝土试块1,再次测量塑料圆柱形盒体2内的温度,利用二次温度差可计算浸泡后混凝土吸收的热量,将Q/t的比值可作为评价混凝土渗透性的指标。Specific embodiment five: cylindrical
水分子是极性分子。微波通过水时,水有较强吸收微波能量的能力。混凝土内含水分的多少与微波通过混凝土微波强度降低的数值相关。第一次加热圆柱形混凝土试块,塑料圆柱形盒体2内水温度上升,微波通过未浸水的圆柱形混凝土试块1,圆柱形混凝土试块1吸收了部分微波的能量,其数值与混凝土的成分相关;第二次加热圆柱形混凝土试块1,微波通过已经渗入水的圆柱形混凝土试块1,由于圆柱形混凝土试块1中含水,试块吸收了较多的微波能量,微波强度降低,塑料圆柱形盒体2内的水升温幅度小,塑料圆柱形盒体2内的水两次加热后的温差与混凝土试块渗入水分的多少相关,方法中获得Q/t的比值可作为评价混凝土渗透性的指标。Water molecules are polar molecules. When microwaves pass through water, water has a strong ability to absorb microwave energy. The amount of moisture contained in the concrete is related to the value of the reduction of the microwave intensity of the microwave passing through the concrete. Heating the cylindrical concrete test block for the first time, the temperature of the water in the plastic
混凝土结构疏松多孔,渗透性高,浸泡时进入混凝土内部的水就多,加热时混凝土吸收的热量值就大,相同试验条件下该Q/t的比值越大,混凝土的渗透性越高。The concrete structure is loose and porous, and the permeability is high. When soaking, more water enters the interior of the concrete, and the heat value absorbed by the concrete when heated is larger. The larger the ratio of Q/t under the same test conditions, the higher the permeability of the concrete.
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201210018994.0A CN102590061B (en) | 2012-01-20 | 2012-01-20 | Device and method for evaluating concrete permeability simply and quickly |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201210018994.0A CN102590061B (en) | 2012-01-20 | 2012-01-20 | Device and method for evaluating concrete permeability simply and quickly |
Publications (2)
Publication Number | Publication Date |
---|---|
CN102590061A true CN102590061A (en) | 2012-07-18 |
CN102590061B CN102590061B (en) | 2014-08-06 |
Family
ID=46479004
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201210018994.0A Expired - Fee Related CN102590061B (en) | 2012-01-20 | 2012-01-20 | Device and method for evaluating concrete permeability simply and quickly |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102590061B (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103884633A (en) * | 2014-03-05 | 2014-06-25 | 中国石油天然气股份有限公司 | Method and device for determining rock permeability |
CN108613914A (en) * | 2018-06-19 | 2018-10-02 | 哈尔滨工业大学 | A kind of multidirectional seepage flow test device of the asphalt of constant head |
CN110501274A (en) * | 2019-08-28 | 2019-11-26 | 重庆大学 | A device for testing the chloride ion permeability of steel-concrete interface and a test method based on the device |
CN111982772A (en) * | 2020-08-05 | 2020-11-24 | 东北大学 | A test device and method for identification of coal and rock moisture diffusion based on resistivity imaging |
CN114689827A (en) * | 2022-02-28 | 2022-07-01 | 北京建筑材料检验研究院有限公司 | Method for testing self-healing performance of self-repairing concrete crack |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5844136A (en) * | 1996-01-24 | 1998-12-01 | Agip S.P.A. | Device for measuring the permeability of rock fragments |
CN101074912A (en) * | 2007-06-06 | 2007-11-21 | 河海大学 | Apparatus and method for testing cement concrete penetration performance under loading action |
CN101442847A (en) * | 2008-12-17 | 2009-05-27 | 电子科技大学 | A direct-coupled cup-shaped microwave feeding antenna and its array microwave heating device |
CN101738363A (en) * | 2009-12-28 | 2010-06-16 | 上海嘉洁环保工程有限公司 | Instrument and method for testing permeability coefficient |
CN102183445A (en) * | 2011-03-07 | 2011-09-14 | 福建工程学院 | Instrument and method for testing permeability coefficient of water-permeable cement concrete |
-
2012
- 2012-01-20 CN CN201210018994.0A patent/CN102590061B/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5844136A (en) * | 1996-01-24 | 1998-12-01 | Agip S.P.A. | Device for measuring the permeability of rock fragments |
CN101074912A (en) * | 2007-06-06 | 2007-11-21 | 河海大学 | Apparatus and method for testing cement concrete penetration performance under loading action |
CN101442847A (en) * | 2008-12-17 | 2009-05-27 | 电子科技大学 | A direct-coupled cup-shaped microwave feeding antenna and its array microwave heating device |
CN101738363A (en) * | 2009-12-28 | 2010-06-16 | 上海嘉洁环保工程有限公司 | Instrument and method for testing permeability coefficient |
CN102183445A (en) * | 2011-03-07 | 2011-09-14 | 福建工程学院 | Instrument and method for testing permeability coefficient of water-permeable cement concrete |
Non-Patent Citations (1)
Title |
---|
苏安双等: "混凝土渗透性测定方法比较与选择", 《工业建筑》, vol. 36, no. 9, 31 December 2006 (2006-12-31), pages 57 - 61 * |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103884633A (en) * | 2014-03-05 | 2014-06-25 | 中国石油天然气股份有限公司 | Method and device for determining rock permeability |
CN103884633B (en) * | 2014-03-05 | 2016-05-11 | 中国石油天然气股份有限公司 | Method and device for determining rock permeability |
CN108613914A (en) * | 2018-06-19 | 2018-10-02 | 哈尔滨工业大学 | A kind of multidirectional seepage flow test device of the asphalt of constant head |
CN110501274A (en) * | 2019-08-28 | 2019-11-26 | 重庆大学 | A device for testing the chloride ion permeability of steel-concrete interface and a test method based on the device |
CN110501274B (en) * | 2019-08-28 | 2022-02-11 | 重庆大学 | Device for testing permeability of chloride ions at reinforcing steel bar-concrete interface and testing method based on device |
CN111982772A (en) * | 2020-08-05 | 2020-11-24 | 东北大学 | A test device and method for identification of coal and rock moisture diffusion based on resistivity imaging |
CN111982772B (en) * | 2020-08-05 | 2021-09-24 | 东北大学 | A test device and method for identification of coal and rock moisture diffusion based on resistivity imaging |
CN114689827A (en) * | 2022-02-28 | 2022-07-01 | 北京建筑材料检验研究院有限公司 | Method for testing self-healing performance of self-repairing concrete crack |
Also Published As
Publication number | Publication date |
---|---|
CN102590061B (en) | 2014-08-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102590061B (en) | Device and method for evaluating concrete permeability simply and quickly | |
CN101226167B (en) | Method for rapidly measuring reinforcing steel tarnishing criticality chlorine ion concentration | |
CN104237305A (en) | Testing device and testing system for rock-mass thermal conductivity | |
CN204789158U (en) | Triaxial test device of many field couplings of unsaturated soil | |
CN107421987B (en) | A device and method for measuring the heating rate of low-temperature oxidation of coal | |
CN110889234A (en) | A method for evaluating the aging life of oil-immersed transformer internal insulating oil paper | |
Agliata et al. | Use of TDR to compare rising damp in three tuff walls made with different mortars | |
CN105352855A (en) | System and method for measuring gas diffusion performance of coating | |
CN103245553A (en) | Environment-friendly high-efficiency acid reflux collection-type element analysis sample digestion method | |
CN105938084A (en) | A method for evaluating the permeability of chemical absorbents | |
CN104777361A (en) | Soil resistivity measuring device capable of controlling temperature | |
CN204314176U (en) | Rock sample water-soluble substances content measurement device | |
CN104880454A (en) | Method for measuring metal element content in polycarbonate | |
CN206479579U (en) | A kind of axle sample resistivity experimental provision of temperature control three | |
CN205404460U (en) | Gel time measurement device | |
CN114428051A (en) | Dew point corrosion assessment device with controllable condensation temperature | |
CN107621479A (en) | A rock specific heat capacity measuring device and measuring method | |
CN206411054U (en) | Polluted Soil conductivity measurement and electric osmose process electrical parameter change real-time monitoring device | |
CN106841317B (en) | Device for measuring conductivity of polluted soil and monitoring change of electrical parameters in electroosmosis process in real time | |
CN110595850A (en) | Sample preparation device, test system and method for measuring thermal conductivity of loose medium | |
Li et al. | Investigation of chloride corrosion process of cement and concrete-based materials based on electrochemical impedance spectroscopy | |
Leong et al. | Calibration of a thermal conductivity sensor for field measurement of matric suction | |
CN108956599A (en) | The measuring method and its application of impurity silicone content in a kind of zirconium aluminium powder | |
CN103630478A (en) | Method for measuring initial self-imbibition rate of porous calcium carbonate | |
CN210953903U (en) | Device for detecting moisture in oil based on sensor method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140806 |
|
CF01 | Termination of patent right due to non-payment of annual fee |