CN206656946U - Concrete gas testing permeability device - Google Patents
Concrete gas testing permeability device Download PDFInfo
- Publication number
- CN206656946U CN206656946U CN201720475468.5U CN201720475468U CN206656946U CN 206656946 U CN206656946 U CN 206656946U CN 201720475468 U CN201720475468 U CN 201720475468U CN 206656946 U CN206656946 U CN 206656946U
- Authority
- CN
- China
- Prior art keywords
- container
- sample
- gas
- concrete
- top cover
- 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
Landscapes
- Sampling And Sample Adjustment (AREA)
Abstract
Description
技术领域technical field
本实用新型涉及混凝土渗透性测试技术领域,特别涉及一种混凝土气体渗透性测试装置及方法。The utility model relates to the technical field of concrete permeability testing, in particular to a concrete gas permeability testing device and method.
背景技术Background technique
混凝土是一种复杂的多孔材料,是一种渗透体。混凝土的许多性能在一定程度上都与混凝土的孔体积、孔结构和渗透性有关。渗透性作为评价水工混凝土耐久性的一项重要指标,主要包括水渗透性和气渗透性。水渗透性作为侵蚀性介质(Cl-、SO4 2-等)的主要传输媒介,是评价混凝土渗透性的主要指标。气渗透性主要包括CO2等气体对混凝土结构的碳化影响,也是评价混凝土渗透性的重要指标。Concrete is a complex porous material and a permeable body. Many properties of concrete are to some extent related to the pore volume, pore structure and permeability of the concrete. As an important index to evaluate the durability of hydraulic concrete, permeability mainly includes water permeability and air permeability. As the main transmission medium of aggressive media (Cl - , SO 4 2- , etc.), water permeability is the main index to evaluate the permeability of concrete. Gas permeability mainly includes the carbonation effect of CO 2 and other gases on concrete structures, and is also an important index for evaluating the permeability of concrete.
众多研究表明,对于普通混凝土,可以以水作为渗透介质进行快速渗透性试验,进而建立水渗透性与碳化性能之间的关系模型。而对于高性能混凝土,由于水胶比低以及活性掺合料的作用,其渗透性很小,基本上不透水(抗渗等级常常达S40以上),因此,常用的水渗透性试验方法已经无法量测高性能混凝土的渗透性。目前,国际上通常采用氯离子电导法或气体渗透法来测定高性能混凝土的渗透性,与氯离子电导法相比,气体渗透法具有准确反映微细孔结构及不受混凝土孔液化学成分影响的优点。然而由于气体渗透法对于测试时的密封性及气体体积的控制要求较高,很多现有的装置无法满足测试要求,从而导致对混凝土的气体渗透性试验研究方面相对不足。Numerous studies have shown that for ordinary concrete, rapid permeability tests can be carried out with water as the penetration medium, and then the relationship model between water permeability and carbonation performance can be established. For high-performance concrete, due to the low water-binder ratio and the effect of active admixtures, its permeability is very small and basically impermeable (the impermeability level is often above S40), so the commonly used water permeability test method has been unable to Measuring the permeability of high performance concrete. At present, the chloride ion conductivity method or gas permeation method is usually used in the world to measure the permeability of high-performance concrete. Compared with the chloride ion conductivity method, the gas permeation method has the advantages of accurately reflecting the micropore structure and not being affected by the chemical composition of the concrete pore liquid. . However, because the gas permeation method has high requirements on the airtightness and the control of the gas volume during the test, many existing devices cannot meet the test requirements, resulting in relatively insufficient research on the gas permeation test of concrete.
发明内容Contents of the invention
本实用新型所要解决的技术问题是提供一种混凝土气体渗透性测试装置及方法,以实现对混凝土的气体渗透性试验,解决现有仪器无法控制气体体积以及密封性的技术问题。The technical problem to be solved by the utility model is to provide a concrete gas permeability test device and method to realize the gas permeability test of concrete and solve the technical problem that the existing instruments cannot control the gas volume and sealing performance.
为解决上述技术问题,本实用新型所采用的技术方案是:一种混凝土气体渗透性测试装置,包括活塞容器和放置样本的样本容器,样本容器上端连接顶盖,活塞容器通过导管以及进气阀门与顶盖连接,样本容器下端开口,样本外周套有乳胶膜,所述样本容器下端与气容器连接,气容器一侧通过导管与真空泵连接,气容器与真空泵之间设置气动阀门,气容器另一侧连接压强变送器,所述压强变送器与计算机连接。In order to solve the above technical problems, the technical solution adopted by the utility model is: a concrete gas permeability testing device, including a piston container and a sample container for placing samples, the upper end of the sample container is connected to the top cover, and the piston container passes through a conduit and an air inlet valve. Connected to the top cover, the lower end of the sample container is open, and the sample is covered with a latex film. The lower end of the sample container is connected to the air container. One side of the air container is connected to the vacuum pump through a conduit. A pneumatic valve is set between the air container and the vacuum pump. One side is connected with a pressure transmitter, and the pressure transmitter is connected with a computer.
优选的方案中,所述样本高度低于样本容器。In a preferred solution, the height of the sample is lower than that of the sample container.
进一步的,所述样本上端与顶盖下端的距离为5mm。Further, the distance between the upper end of the sample and the lower end of the top cover is 5mm.
优选的方案中,所述样本容器、样本、气容器为圆柱型。In a preferred solution, the sample container, sample, and gas container are cylindrical.
优选的方案中,所述样本容器和气容器采用透明PVC材料。In a preferred solution, the sample container and the gas container are made of transparent PVC material.
本实用新型提供的提供的一种混凝土气体渗透性测试装置,与现有技术相比,具有以下优点和效果:The utility model provides a concrete gas permeability test device, compared with the prior art, has the following advantages and effects:
1、采用负压抽气的方式进行试验,解决了注气加压方式对混凝土赝样本与乳胶膜间的密封难度,只需在混凝土样本表面涂刷一层薄膜水(水的粘滞性相对气粘滞性较大),并利用负压的吸力将混凝土样本与乳胶膜紧密连接,不需要涂抹其他材料密封;1. The test is carried out by means of negative pressure pumping, which solves the difficulty of sealing between the concrete sample and the latex film in the way of air injection and pressurization, and only needs to paint a layer of thin film water on the surface of the concrete sample (the viscosity of water is relatively Gas viscosity is relatively large), and the concrete sample is tightly connected with the latex film by the suction of negative pressure, and there is no need to apply other materials to seal;
2、采用渗透试验过程中气体质量守恒原理,不需考虑压强对气体密度的影响;2. Adopt the principle of gas mass conservation in the process of permeation test, without considering the influence of pressure on gas density;
3、采用封闭容积变气压梯度的试验方法,类似于混凝土水渗透性测试的变水头测试方法,不仅具有缩短试验周期和节约成本的优点,而且排除了以往利用恒定气压梯度测试时,补充气压力时外界因素的干扰;3. The closed volume variable pressure gradient test method is adopted, which is similar to the variable water head test method of the concrete water permeability test. It not only has the advantages of shortening the test cycle and saving costs, but also eliminates the need for supplementary air pressure when using a constant pressure gradient test in the past. interference from external factors;
4、本实用新型即可对不同类型气体混合物试验也可对其中一种气体进行试验,只需将活塞容器中气体换成单一气体(如CO2等)即可,其操作方式简便快捷;4. The utility model can test different types of gas mixtures or one of the gases. It only needs to replace the gas in the piston container with a single gas (such as CO2 , etc.), and its operation method is simple and fast;
5、本实用新型能够通过压强变送器及计算机采集程序实时监测气容器内气压变化,以实现混凝土渗透系数的实时转换,更加真实的反映了气体渗透过程。5. The utility model can monitor the pressure change in the gas container in real time through the pressure transmitter and the computer acquisition program, so as to realize the real-time conversion of the concrete permeability coefficient, and more truly reflect the gas permeation process.
附图说明Description of drawings
下面结合附图和实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.
图1是本实用新型的整体结构示意图。Fig. 1 is a schematic diagram of the overall structure of the utility model.
图中:活塞容器1,进气阀门2,顶盖3,螺栓4,样本容器5,样本6,乳胶膜7,气容器8,气动阀门9,真空泵10,压强变送器11,计算机12。In the figure: piston container 1, intake valve 2, top cover 3, bolt 4, sample container 5, sample 6, latex film 7, air container 8, pneumatic valve 9, vacuum pump 10, pressure transmitter 11, computer 12.
具体实施方式detailed description
如图1中,一种混凝土气体渗透性测试装置,包括活塞容器1和放置样本6的样本容器5,样本容器5上端连接顶盖3,活塞容器1通过导管以及进气阀门2与顶盖3连接,其特征在于:样本容器5下端开口,样本6外周套有乳胶膜7,所述样本容器5下端与气容器8连接,气容器8一侧通过导管与真空泵10连接,气容器8与真空泵10之间设置气动阀门9,气容器8另一侧连接压强变送器11,所述压强变送器11与计算机连接12。As shown in Figure 1, a concrete gas permeability test device includes a piston container 1 and a sample container 5 for placing a sample 6, the upper end of the sample container 5 is connected to the top cover 3, and the piston container 1 passes through the conduit and the air inlet valve 2 and the top cover 3 The connection is characterized in that the lower end of the sample container 5 is open, and the outer periphery of the sample 6 is covered with a latex film 7. The lower end of the sample container 5 is connected to the gas container 8, and one side of the gas container 8 is connected to the vacuum pump 10 through a conduit, and the gas container 8 is connected to the vacuum pump. A pneumatic valve 9 is arranged between 10, and the other side of the gas container 8 is connected to a pressure transmitter 11, and the pressure transmitter 11 is connected to a computer 12.
样本容器5和顶盖3以及样本容器5和气容器8通过螺栓4连接。The sample container 5 and the top cover 3 as well as the sample container 5 and the gas container 8 are connected by bolts 4 .
所述样本容器5和气容器8采用透明PVC材料。强度可以得到满足,而且便于观察。The sample container 5 and the gas container 8 are made of transparent PVC material. Intensity can be satisfied, and it is easy to observe.
优选的方案中,所述样本6高度低于样本容器5。In a preferred solution, the height of the sample 6 is lower than that of the sample container 5 .
所述样本6上端与顶盖3下端的距离为5mm。使得渗气试验中,气体能均匀分布于混凝土样本6顶面。The distance between the upper end of the sample 6 and the lower end of the top cover 3 is 5mm. In the air seepage test, the gas can be evenly distributed on the top surface of the concrete sample 6 .
优选的方案中,所述样本容器5、样本6、气容器8为圆柱型。加工制作比较简单。In a preferred solution, the sample container 5, the sample 6, and the gas container 8 are cylindrical. Processing is relatively simple.
具体的操作方法包括以下步骤:The specific operation method includes the following steps:
1)准备1) prepare
a、注入气体,首先将连接于顶盖3的进气阀门2和活塞容器1取下,打开进气阀门2,推动活塞杆把活塞容器1内气体排出,然后利用压强罐与活塞容器1的导气管连接,将测试气体注入活塞容器1中,关闭进气阀门2,最后再将导管连接于样本容器5的顶盖3;a. To inject gas, first remove the air intake valve 2 and the piston container 1 connected to the top cover 3, open the air intake valve 2, push the piston rod to discharge the gas in the piston container 1, and then use the pressure tank and the piston container 1 Connect the gas guide tube, inject the test gas into the piston container 1, close the intake valve 2, and finally connect the tube to the top cover 3 of the sample container 5;
b、测定气容器8体积V,测量气容器8高度和底板直径,计算得到气容器8体积,或者通过在在恒定温度下气容器8装满水,通过测量气容器8装水前后的重量差得出气容器8的体积;B, measure the volume V of the gas container 8, measure the height of the gas container 8 and the diameter of the bottom plate, and calculate the volume of the gas container 8, or by filling the gas container 8 with water at a constant temperature, by measuring the weight difference before and after the gas container 8 is filled with water Get the volume of gas container 8;
c、检测气密性,将混凝土气体渗透性测试装置按照要求连接,关闭进气阀门2,用真空泵 10将气容器8抽成真空,关闭气动阀门9,若混凝土气体渗透性测试装置内压强在一小时无上升,进行下一步试验,否则,用肥皂水检测各部件连接处找出漏气点,重新连接;c. To detect air tightness, connect the concrete gas permeability test device as required, close the intake valve 2, use the vacuum pump 10 to evacuate the air container 8, and close the pneumatic valve 9. If the pressure in the concrete gas permeability test device is within If there is no rise for an hour, proceed to the next test, otherwise, use soapy water to detect the connection of each component to find the leak point and reconnect;
2)测试混凝土的气体渗透性2) Test the gas permeability of concrete
a、装填样本时,首先在样本6表面刷一层薄膜水,然后将乳胶膜7套在样本6上。水的粘滞性相对气粘滞性较大,可以保证乳胶膜7紧贴在样本6表面。a. When filling the sample, first brush a thin layer of water on the surface of the sample 6, and then put the latex film 7 on the sample 6. The viscosity of water is greater than that of air, which can ensure that the latex film 7 is closely attached to the surface of the sample 6 .
b、开始试验后,关闭进气阀门2,利用真空泵10将气容器8抽成真空,关闭气动阀门9后气容器8内压强稳定时间超过1小时后,通过压强变送器11记录容器内的初始压强P0;然后打开进气阀门2,通过计算机12实时记录气容器内压强值P。b. After starting the test, close the intake valve 2, and use the vacuum pump 10 to evacuate the gas container 8. After closing the pneumatic valve 9, the pressure in the gas container 8 has been stabilized for more than 1 hour, and the pressure in the container is recorded by the pressure transmitter 11. Initial pressure P 0 ; then open the intake valve 2, and record the pressure value P in the gas container through the computer 12 in real time.
3)结束试验,待气容器8气压升高为初始气压的1/2时,停止试验。3) End the test, and stop the test when the air pressure in the gas container 8 rises to 1/2 of the initial air pressure.
根据上述实验结果计算样本6的气体渗透系数。The gas permeability coefficient of sample 6 was calculated based on the above experimental results.
因其气体体积流动过程中随压强的变化而发生改变,而气体质量的流入和流出是相等的。因此本方法采用气体的质量变化作为测试依据。可将测试过程中任意时刻t监测的气容器8压强记为P,经过时间dt后,容器中压强升高dP,则dt时间内从试样流入气容器8 的气体物质的量与质量分别为:Because it changes with the change of pressure during the gas volume flow process, the inflow and outflow of gas mass are equal. Therefore, this method uses the mass change of gas as the test basis. The pressure of the gas container 8 monitored at any time t during the test can be recorded as P, after the time dt, the pressure in the container increases by dP, then the amount and quality of the gaseous substance flowing from the sample into the gas container 8 within the time dt are respectively :
式中:R为理想气体常数8.314J/mol·k;T表示绝对温度,T=摄氏温度+273.15,单位:k; V表示气容器8体积,单位:m3;M表示气体摩尔质量,单位:g/mol;dn表示增加物质的量,单位:mol;表示增加质量,单位:g。In the formula: R is the ideal gas constant 8.314J/mol k; T represents the absolute temperature, T=Celsius+273.15, unit: k; V represents the volume of the gas container 8, unit: m 3 ; M represents the molar mass of the gas, the unit : g/mol; dn means the amount of increased substance, unit: mol; means increased mass, unit: g.
根据达西定律,dt时间内从活塞容器1流入样本6的气体质量为:According to Darcy's law, the mass of gas flowing from piston container 1 into sample 6 within dt time is:
式中:A表示样本6的断面面积,单位:m2;L表示样本6长度,单位:m;P表示t时刻压强,因监测压强为负压,则压强梯度需在符号P前添加负号,单位:N/m2;g表示重力加速度,单位:N/kg。In the formula: A represents the cross-sectional area of sample 6, unit: m2 ; L represents the length of sample 6, unit: m; P represents the pressure at time t, because the monitored pressure is negative pressure, the pressure gradient needs to add a negative sign before the symbol P , unit: N/m 2 ; g means acceleration due to gravity, unit: N/kg.
根据连续性原理,应当有dme=dm0,即得到According to the principle of continuity, there should be dm e =dm 0 , that is,
公式两边积分,其中初始条件气压为P0 Integrate both sides of the formula, where the initial pressure is P 0
上述的实施例仅为本实用新型的优选技术方案,而不应视为对于本实用新型的限制,本实用新型的保护范围应以权利要求记载的技术方案,包括权利要求记载的技术方案中技术特征的等同替换方案为保护范围。即在此范围内的等同替换改进,也在本实用新型的保护范围之内。Above-mentioned embodiment is only the preferred technical scheme of the present utility model, and should not be considered as the restriction to the present utility model, and the protection scope of the present utility model should be the technical solution described in the claims, including the technology in the technical solution described in the claims. An equivalent alternative to the feature is the scope of protection. That is, equivalent replacement and improvement within this scope are also within the protection scope of the present utility model.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720475468.5U CN206656946U (en) | 2017-05-02 | 2017-05-02 | Concrete gas testing permeability device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720475468.5U CN206656946U (en) | 2017-05-02 | 2017-05-02 | Concrete gas testing permeability device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206656946U true CN206656946U (en) | 2017-11-21 |
Family
ID=60319395
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720475468.5U Expired - Fee Related CN206656946U (en) | 2017-05-02 | 2017-05-02 | Concrete gas testing permeability device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206656946U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107063968A (en) * | 2017-05-02 | 2017-08-18 | 三峡大学 | Concrete gas testing permeability device and method |
| CN109060491A (en) * | 2018-08-13 | 2018-12-21 | 深圳大学 | Concrete test block face seal arrangement and corrosion concrete simulation test device |
-
2017
- 2017-05-02 CN CN201720475468.5U patent/CN206656946U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107063968A (en) * | 2017-05-02 | 2017-08-18 | 三峡大学 | Concrete gas testing permeability device and method |
| CN109060491A (en) * | 2018-08-13 | 2018-12-21 | 深圳大学 | Concrete test block face seal arrangement and corrosion concrete simulation test device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107063968B (en) | Concrete gas permeability testing device and method | |
| CN106970000B (en) | Shale gas adsorption method for evaluating coal/shale ultrahigh-pressure gas adsorption and seepage experiments | |
| CN202102631U (en) | A physical simulation platform for CO2 migration under geological storage conditions | |
| CN103674799B (en) | The device and method of a kind of mensurated gas composition axial diffusion coefficient in porous medium | |
| CN102297829B (en) | Method and device for measuring gas adsorption quantity and adsorption deformation of coal rock under stress condition | |
| CN104897543A (en) | Multi-phase permeameter and rock permeability determination method | |
| CN103868838B (en) | Soil body osmotic coefficient measuring system | |
| CN104390883A (en) | Novel adsorption and desorption experiment device and novel adsorption and desorption experiment method | |
| CN108801879B (en) | An integrated measurement system and method for shale matrix particle porosity and permeability | |
| CN107727527A (en) | A kind of system for determining the critical pressure gradient of foam generation at permeability mutation | |
| CN108956425A (en) | A kind of device and method measuring extra-viscous oil reservoir initial water permeability | |
| CN103033459B (en) | Device for testing horizontal permeability of cement-soil deep mixing column indoors and test method | |
| CN203772853U (en) | Rock free swelling ratio and moisture content determining device | |
| CN111323359B (en) | Core spontaneous imbibition measuring device and method for high-pressure natural gas-water system | |
| CN103743883A (en) | Device and method for testing unsaturation soil hysteresis curve | |
| CN110927359B (en) | A kind of experimental testing device and method for loss gas content during coring process of low-permeability porous media | |
| CN105973337B (en) | An experimental device and experimental method for gas product metering and drying sampling | |
| CN206710263U (en) | A kind of infiltrative test instrument for studying soil | |
| CN112345020A (en) | Device and method for measuring shale gas loss amount and desorption gas amount | |
| CN206177778U (en) | Penetrant unit of research porous medium whole area seepage flow mechanism | |
| CN201096705Y (en) | Capacity-variable water capacity vessel based on compositive compressibility variable fluid | |
| CN108106970B (en) | Visual heat resisting and pressure resisting device, gas-liquid interface mass transfer dissolution measuring device and method | |
| CN107328452A (en) | A kind of device and its operating method for determining irregular seal cavity volume | |
| CN112067510A (en) | Measuring device for core imbibition under high temperature and high pressure conditions | |
| CN106092830A (en) | A kind of devices and methods therefor studying carbon dioxide diffusion leading edge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171121 Termination date: 20180502 |