CN101963572A - Laboratory testing rig for detecting treatment effect of cement soil barrier isolation method - Google Patents
Laboratory testing rig for detecting treatment effect of cement soil barrier isolation method Download PDFInfo
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- 239000002689 soil Substances 0.000 title claims abstract description 70
- 230000004888 barrier function Effects 0.000 title claims abstract description 23
- 238000012360 testing method Methods 0.000 title claims abstract description 23
- 238000002955 isolation Methods 0.000 title claims abstract description 20
- 230000000694 effects Effects 0.000 title claims abstract description 16
- 239000004568 cement Substances 0.000 title claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 238000009434 installation Methods 0.000 claims description 5
- 229910001220 stainless steel Inorganic materials 0.000 claims description 5
- 239000010935 stainless steel Substances 0.000 claims description 5
- 230000005012 migration Effects 0.000 abstract description 9
- 238000013508 migration Methods 0.000 abstract description 9
- 238000009792 diffusion process Methods 0.000 abstract description 7
- 239000003344 environmental pollutant Substances 0.000 abstract description 7
- 231100000719 pollutant Toxicity 0.000 abstract description 7
- 230000000903 blocking effect Effects 0.000 abstract description 5
- 230000015556 catabolic process Effects 0.000 abstract description 2
- 239000006185 dispersion Substances 0.000 abstract description 2
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 150000002500 ions Chemical class 0.000 description 3
- 239000010813 municipal solid waste Substances 0.000 description 3
- 230000035699 permeability Effects 0.000 description 3
- 239000004927 clay Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
本发明属于环境土木工程领域,具体指的是一种水泥土屏障隔离法处置效果的室内试验装置,用于在实验室中检测隔离屏障阻挡离子迁移的效果。该装置为不带盖板的长方形盒状箱体,所述长方形盒状箱体内由两块平行的水泥土薄墙分隔成三个空仓。中间空仓放置人工配制的污染土或溶液,两边放置未污染的净土。通过模型试验来取得针对水泥土屏障的扩散系数等参数,然后可以根据扩散-弥散方程来评价污染物通过屏障的击穿时间和屏障的使用年限,进而可评价污染场地的水泥土屏障隔离方法及其阻挡离子迁移的效果等。
The invention belongs to the field of environmental civil engineering, and specifically refers to an indoor test device for the treatment effect of a cement-soil barrier isolation method, which is used for testing the effect of an isolation barrier in blocking ion migration in a laboratory. The device is a rectangular box-shaped box without a cover plate, and the rectangular box-shaped box is divided into three empty chambers by two parallel thin cement-soil walls. The empty warehouse in the middle is placed with artificially prepared polluted soil or solution, and the uncontaminated clean soil is placed on both sides. The parameters such as the diffusion coefficient of the cement-soil barrier can be obtained through the model test, and then the breakdown time of the pollutant through the barrier and the service life of the barrier can be evaluated according to the diffusion-dispersion equation, and then the cement-soil barrier isolation method and the isolation method of the contaminated site can be evaluated. Its effect of blocking ion migration, etc.
Description
技术领域technical field
本发明属于环境土木工程领域,具体指的是一种水泥土屏障隔离法处置效果的室内试验装置,用于在实验室中检测隔离屏障阻挡离子迁移的效果。The invention belongs to the field of environmental civil engineering, and specifically refers to an indoor test device for the treatment effect of a cement-soil barrier isolation method, which is used to test the effect of an isolation barrier in blocking ion migration in a laboratory.
背景技术Background technique
目前,我国由于大多数城市未实行垃圾分类投放制度,垃圾成分混杂,因此垃圾填埋处置己成为现阶段我国大多数城市处理废物的主要方法。根据我国建设部2004年颁布的《城市生活垃圾卫生填埋技术规范》(CJJ17-2004)中的规定,具备自然防渗条件的填埋场必须满足,“衬里的渗透系数不应大于10-7cm/s,场底及四壁衬里的厚度不应小于2m”的要求。一般说来,岩、土层的渗透系数能满足上述要求的天然场址是较难遇到的,因此,通常需要进行人工防渗。At present, since most cities in my country have not implemented a garbage classification system, and the garbage components are mixed, landfill disposal has become the main method for most cities in my country to deal with waste at this stage. According to the "Technical Specifications for Sanitary Landfill of Municipal Solid Waste" (CJJ17-2004) promulgated by the Ministry of Construction of China in 2004, landfills with natural anti-seepage conditions must meet, "The permeability coefficient of the lining should not be greater than 10 -7 cm/s, the thickness of the field bottom and four-wall lining should not be less than 2m". Generally speaking, it is difficult to meet natural sites where the permeability coefficient of rock and soil layers can meet the above requirements, so artificial anti-seepage is usually required.
目前国内采用的填埋场底部防渗措施主要有垂直隔离防渗和水平防渗。常见的用于控制污染物迁移的垂直隔离措施有:帷幕注浆、地下隔离墙、深层搅拌桩墙、钢板桩墙、高压喷射灌浆板墙等。其中,如在填埋场,垂直帷幕注浆防渗和深层搅拌桩由于在技术性与经济性上具有一定优势,在填埋场工程中常作为首选方案,其方法水泥浆与土壤颗粒胶结形成渗透系数较小的隔离帷幕,以截断污染物溶质迁移路径隔离污染物。但是在设计中只把它当成为防渗屏,其实污染物还可能通过扩散的形式迁移,迁移参数的测定虽然最准确地可从现场试验确定,但这样做会很费时间,而且会对环境造成污染,所以一般还是通过实验室模型试验确定。现有的一些模型和方法都只是针对粘土隔离屏障的,主要是在实验室测定污染物在粘土屏障的迁移参数(如扩散系数)。At present, the anti-seepage measures at the bottom of the landfill mainly include vertical isolation anti-seepage and horizontal anti-seepage. Common vertical isolation measures used to control the migration of pollutants include: curtain grouting, underground separation walls, deep mixing pile walls, steel sheet pile walls, high-pressure jet grouting slab walls, etc. Among them, such as in landfills, vertical curtain grouting anti-seepage and deep mixing piles have certain advantages in terms of technology and economy, and are often used as the first choice in landfill projects. The method is to cement the cement slurry and soil particles to form a permeability coefficient Smaller isolation curtains to isolate pollutants by blocking their solute migration paths. However, in the design, it is only regarded as an anti-seepage screen. In fact, pollutants may also migrate through diffusion. Although the determination of migration parameters can be determined most accurately from field tests, it will be time-consuming and will affect the environment. Cause pollution, so it is generally determined through laboratory model tests. Some existing models and methods are only for clay barriers, mainly to measure the migration parameters (such as diffusion coefficient) of pollutants in clay barriers in the laboratory.
发明内容Contents of the invention
本发明的目的是根据上述现有技术的不足之处,提供一种水泥土屏障隔离法处置效果的室内试验装置,由两块平行的水泥土薄墙将长方形盒状箱体分隔成三个空仓,中间空仓放置人工配制的污染土或污染溶液,两边放置未污染的净土。通过模型试验来取得针对水泥土屏障的扩散系数等参数, 然后可以根据扩散-弥散方程来评价污染物通过屏障的击穿时间和使用年限,进而可评价污染场地的水泥土屏障隔离方法及其阻挡离子迁移的效果等。The purpose of the present invention is to provide an indoor test device for the treatment effect of the cement-soil barrier isolation method according to the deficiencies of the above-mentioned prior art. The rectangular box-shaped box is divided into three empty chambers by two parallel cement-soil thin walls. , the empty warehouse in the middle is placed artificially prepared polluted soil or polluted solution, and the unpolluted pure soil is placed on both sides. The parameters such as the diffusion coefficient of the cement-soil barrier can be obtained through model tests, and then the breakdown time and service life of pollutants passing through the barrier can be evaluated according to the diffusion-dispersion equation, and then the cement-soil barrier isolation method and its blocking of the polluted site can be evaluated. The effect of ion migration, etc.
本发明的目的实现由以下技术方案完成:The purpose of the present invention is realized by the following technical solutions:
一种水泥土屏障隔离法处置效果的室内试验装置,该装置主要包括一长方形盒状箱体和两块水泥土薄墙,所述长方形盒状箱体内由两块平行的水泥土薄墙分隔成三个空仓。An indoor test device for the treatment effect of the cement-soil barrier isolation method. The device mainly includes a rectangular box-shaped box and two thin cement-soil walls. The rectangular box-shaped box is divided into two parallel thin cement-soil walls. Three empty positions.
上述长方形盒状箱体侧板、底板以及水泥土薄墙之间连接无缝隙;There is no gap between the side plates, the bottom plate and the thin cement-soil wall of the above-mentioned rectangular box-shaped box;
上述水泥土薄墙位于两边仓的侧面设置有不锈钢支撑网;The above-mentioned thin cement-soil walls are provided with stainless steel support nets on the sides of the warehouses on both sides;
上述箱体的三个空仓中,两边空仓的侧板下方位置开设有出水孔,所述出水孔处安装有水龙头;Among the three empty compartments of the above-mentioned box body, water outlet holes are opened at the positions below the side panels of the empty bins on both sides, and faucets are installed at the water outlet holes;
上述箱体的三个空仓中,中间空仓的容积为两边空仓容积的总和;Among the three empty compartments of the above box, the volume of the middle empty compartment is the sum of the volumes of the empty compartments on both sides;
上述箱体的中间空仓的长宽比不小于2。The aspect ratio of the middle empty compartment of the above-mentioned box body is not less than 2.
一种制作上述室内试验装置中的水泥土薄墙的装置,该装置具有上述相同的长方形盒状箱体,在所述箱体内的每块水泥土薄墙的安装位置平行放置有两块PVC板,所述两块PVC板板间间距不小于水泥土薄墙厚度。A device for making the cement-soil thin wall in the above-mentioned indoor test device, the device has the same rectangular box-shaped box as above, and two PVC plates are placed in parallel at the installation position of each cement-soil thin wall in the box , the distance between the two PVC boards is not less than the thickness of the cement-soil thin wall.
在上述每块水泥土薄墙的安装位置平行放置的两块PVC板之间,设置有一PVC多孔板;所述PVC多孔板与中间空仓一侧的PVC板相贴合,PVC多孔板和另一块PVC板之间的板间间距与所述水泥土薄墙厚度一致。Between the two PVC plates placed in parallel at the installation position of each of the above-mentioned cement-soil thin walls, a PVC porous plate is arranged; The inter-board spacing between the PVC boards is consistent with the thickness of the cement-soil thin wall.
此外,在长方形盒状模型箱内侧面与PVC板固定连接位置处,增设有固定所述PVC板的筋条。In addition, at the fixed connection position between the inner surface of the rectangular box-shaped model box and the PVC board, ribs for fixing the PVC board are added.
本发明的优点是,装置简便、实用、经济,制作简单,仅用几块塑料板即可拼装成,不需盖板,只需一块底板、几块侧板,而且可以同时测定污染物(如离子)通过两种不同水泥含量或不同厚度的水泥土墙的迁移。价格低廉,类似盒子只要几百元左右的成本。试验过程中,只有扩散过程存在,没有渗流的干扰,测得的扩散系数是纯扩散系数,比较准确。The advantages of the present invention are that the device is simple, practical, economical, simple to make, can be assembled with only a few plastic plates, no cover plate is needed, only one bottom plate and several side plates are needed, and pollutants (such as ions) through the migration of two cement-soil walls with different cement contents or different thicknesses. The price is low, and the cost of a similar box is only a few hundred yuan. During the test, only the diffusion process exists without the interference of seepage, and the measured diffusion coefficient is a pure diffusion coefficient, which is relatively accurate.
附图说明Description of drawings
图1为实施例中室内试验装置结构示意图;Fig. 1 is the structural representation of indoor test device in the embodiment;
图2为实施例中制作水泥土薄墙时的装置结构示意图;Fig. 2 is the device structure schematic diagram when making cement-soil thin wall in the embodiment;
图3为实施例中制作水泥土薄墙时拆模后的装置结构示意图。Fig. 3 is the schematic diagram of the device structure after the formwork is removed when making the cement-soil thin wall in the embodiment.
具体实施方式Detailed ways
以下结合附图通过实施例对本发明特征及其它相关特征作进一步详细说明,以便于同行业技术人员的理解:The features of the present invention and other related features will be further described in detail below in conjunction with the accompanying drawings through embodiments, so as to facilitate the understanding of those skilled in the art:
附图1-3中标号1-7标示的是:盒状箱体1、水泥土薄墙2、出水孔3、PVC板4、PVC多孔板5、筋条6、不锈钢支撑网7。What mark 1-7 in accompanying drawing 1-3 is: box-
附图1为实施例中室内试验装置结构示意图。如图1所示,本实施例中的水泥土屏障隔离法处置效果的室内试验装置,主要由长度为1.2米、宽0.3米、高0.3米的不带盖板的长方形盒状箱体1建成,盒状箱体1的侧板与底板均为PVC板,长方形盒状箱体1内由两块平行的1cm-3cm厚的水泥土薄墙分隔成三个空仓,分别为中间空仓与两侧边仓,中间可放置人工配制的污染土或污染溶液,两边可放置未污染的净土,结构简单。中间空仓的设计长宽比不小于2,本实施例中,中间空仓的容积为两边空仓容积的总和。其中,长方形盒状箱体侧板、底板以及水泥土薄墙之间连接无缝隙,不发生渗漏。Accompanying
由图1可见,箱体的三个空仓中,两边空仓的侧板下方位置均开设有出水孔3,出水孔处可安装水龙头,方便使用时放出土壤中的孔隙水。为固定保护水泥土薄墙,还可以在水泥土薄墙的侧面设置不锈钢支撑网7或PVC多孔板5。As can be seen from Figure 1, among the three empty chambers of the box body,
为制作上述室内试验装置中的水泥土薄墙,本实施例提供的装置如图2、图3所示。图2为实施例中制作水泥土薄墙时的装置结构示意图,图3为实施例中制作水泥土薄墙时拆模后的装置结构示意图。从图2、图3可见,制作水泥土薄墙2的装置具有跟图1所示相同的长方形盒状箱体,只是在图1所示每块水泥土薄墙的安装位置的侧面平行放置有两块PVC板4,两块PVC板间间距大小不小于水泥土薄墙厚度。本实施例中,如图2所示,每块水泥土薄墙2的安装位置平行放置的两块PVC板之间,设置有一PVC多孔板5,PVC多孔板与中间空仓一侧的PVC板2相贴合,PVC多孔板和另一块PVC板之间的板间间距与水泥土薄墙厚度一致,往其间添加水泥土浆液、使水泥土薄墙成型。In order to make the cement-soil thin wall in the above-mentioned indoor test device, the device provided in this embodiment is shown in Figure 2 and Figure 3 . Fig. 2 is a schematic diagram of the device structure when making the thin cement-soil wall in the embodiment, and Fig. 3 is a schematic diagram of the device structure after the formwork is removed when making the thin cement-soil wall in the embodiment. As can be seen from Fig. 2 and Fig. 3, the device for making the cement-soil
此外,制作水泥土薄墙时,在长方形盒状模型箱内侧面相应于PVC板位置处增设固定PVC板的筋条6,以加强固定PVC板。In addition, when making the cement-soil thin wall, the
待水泥土薄墙得到一定时间的养护、有一定强度后,进行拆模,拆除PVC板,如图3所示。为防止拆模后水泥土墙的变形和开裂,在水泥土墙两侧由PVC多孔板和加装的不锈钢网相支撑。再经过一段时间的养护、稳固,即完成长方形盒状模型箱上水泥土薄墙的制作。After the cement-soil thin wall has been maintained for a certain period of time and has a certain strength, the formwork is removed and the PVC board is removed, as shown in Figure 3. In order to prevent the deformation and cracking of the cement-soil wall after form removal, the two sides of the cement-soil wall are supported by PVC perforated plates and additional stainless steel mesh. After a period of maintenance and stabilization, the thin wall of cement and soil on the rectangular box-shaped model box is completed.
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CN104359799A (en) * | 2014-10-27 | 2015-02-18 | 同济大学 | Indoor test device for detecting effect of blocking ion diffusion by active seepage-proof barriers |
CN105223109A (en) * | 2015-10-20 | 2016-01-06 | 同济大学 | Measure the centrifuge test device that soil cement barrier isolation method disposes isolation effect |
CN111024578A (en) * | 2019-12-03 | 2020-04-17 | 中铁十局集团第五工程有限公司 | Simulation tank testing device and testing method for underground diaphragm wall |
CN111289419A (en) * | 2020-03-24 | 2020-06-16 | 中南大学 | Measuring device for engineering barrier membrane effect in heavy metal pollution site |
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CN111289419B (en) * | 2020-03-24 | 2021-03-02 | 中南大学 | Measuring device for engineering barrier membrane effect in heavy metal pollution site |
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