CN201917484U - Saturation Apparatus for Hollow Cylindrical Clay Samples - Google Patents
Saturation Apparatus for Hollow Cylindrical Clay Samples Download PDFInfo
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- CN201917484U CN201917484U CN2010206849508U CN201020684950U CN201917484U CN 201917484 U CN201917484 U CN 201917484U CN 2010206849508 U CN2010206849508 U CN 2010206849508U CN 201020684950 U CN201020684950 U CN 201020684950U CN 201917484 U CN201917484 U CN 201917484U
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- 239000004927 clay Substances 0.000 title claims abstract description 53
- 239000002184 metal Substances 0.000 claims abstract description 51
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 4
- 229920001971 elastomer Polymers 0.000 claims description 10
- 239000004033 plastic Substances 0.000 claims description 8
- 239000011148 porous material Substances 0.000 claims description 4
- 238000000926 separation method Methods 0.000 claims 3
- 230000000740 bleeding effect Effects 0.000 claims 1
- 238000001914 filtration Methods 0.000 claims 1
- 238000009434 installation Methods 0.000 claims 1
- 238000002955 isolation Methods 0.000 abstract description 9
- 238000002360 preparation method Methods 0.000 abstract description 7
- 229920006395 saturated elastomer Polymers 0.000 abstract description 4
- 239000002985 plastic film Substances 0.000 description 12
- 229920006255 plastic film Polymers 0.000 description 12
- 239000002689 soil Substances 0.000 description 6
- 239000004575 stone Substances 0.000 description 5
- 229910001220 stainless steel Inorganic materials 0.000 description 4
- 239000010935 stainless steel Substances 0.000 description 4
- 238000000605 extraction Methods 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004088 simulation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
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- Moulds, Cores, Or Mandrels (AREA)
Abstract
Description
技术领域technical field
本实用新型涉及一种试样制备装置,特别涉及一种空心圆柱粘土试样的饱和装置。The utility model relates to a sample preparation device, in particular to a hollow cylindrical clay sample saturation device.
背景技术Background technique
目前,室内土动力学试验是实现土体在工程中动力应力路径模拟和特性评估的重要技术手段,但由于实际荷载的变化方式非常复杂,在实验室的应力路径模拟中往往须进行简化处理。空心圆柱仪由于能实现土样单元体上主应力方向的连续旋转,因而能成为研究土体在地震、车辆、波浪等荷载作用下性状的首选试验设备之一。At present, the indoor soil dynamics test is an important technical means to realize the dynamic stress path simulation and property evaluation of soil in engineering, but because the actual load changes are very complicated, it is often necessary to simplify the stress path simulation in the laboratory. Since the hollow cylinder can realize the continuous rotation of the principal stress direction on the soil sample unit, it can become one of the first choice test equipment for studying the behavior of soil under loads such as earthquakes, vehicles, and waves.
空心圆柱试验设备自20世纪80年代发明以来尽管已有长足发展,并取得了较多成果,但空心圆柱试样的制备装置却一直没有统一标准。由于空心圆柱试样壁薄且内部无支撑,饱和时,水渗入造成试样软化,易使其发生内陷或坍塌;而现有的金属制样模具常会与粘土试样发生粘连,导致试样击实后,分离时易造成变形甚至破坏。这些缺陷对于空心试样而言更为显著,使试验结果失去其应有价值。Although the hollow cylindrical test equipment has been developed considerably since its invention in the 1980s, and many achievements have been made, there has been no unified standard for the preparation device of the hollow cylindrical sample. Since the wall of the hollow cylindrical sample is thin and there is no support inside, when it is saturated, water seeps in and causes the sample to soften, and it is easy to make it sink or collapse; while the existing metal sample preparation mold often sticks to the clay sample, causing the sample After compaction, it is easy to cause deformation or even damage when separated. These defects are more obvious for hollow samples, which makes the test results lose their due value.
实用新型内容Utility model content
本实用新型针对现有技术的不足,提供一种空心圆柱粘土试样的饱和装置,以解决空心圆柱粘土试样缺乏内部支撑的技术问题,并克服由于粘土材料与制样模具粘连造成的损伤试样外壁乃至整体结构的缺陷,提供一种空心圆柱粘土试样的饱和装置。The utility model aims at the deficiencies of the prior art, and provides a hollow cylindrical clay sample saturation device to solve the technical problem that the hollow cylindrical clay sample lacks internal support, and overcome the damage test caused by the adhesion of the clay material and the sample preparation mold. A hollow cylindrical clay sample saturation device is provided to eliminate the defects of the outer wall of the sample and even the overall structure.
为实现以上的技术目的,本实用新型将采取以下的技术方案:For realizing above technical purpose, the utility model will take following technical scheme:
一种空心圆柱粘土试样的饱和装置,包括金属外模,所述金属外模内壁面与空心圆柱粘土试样的外壁面相适配,还包括夹具、充填气体后与空心圆柱粘土试样内壁面相适配的气囊、隔离层,所述夹具包括两夹板、拉杆以及与拉杆螺纹连接的螺母,所述金属外模置于两夹板之间,且金属外模以及位于金属外模上下两端的两夹板通过拉杆和螺母连接成一体,另外,所述空心圆柱粘土试样和夹板之间顺序设置过滤层和透水层;所述金属外模和空心圆柱粘土试样之间设置隔离层;所述气囊设置有气孔。A saturating device for a hollow cylindrical clay sample, comprising a metal outer mold, the inner wall of the metal outer mold is adapted to the outer wall of the hollow cylindrical clay sample, and also includes a clamp, which is matched with the inner wall of the hollow cylindrical clay sample after being filled with gas Adapted airbag and isolation layer, the fixture includes two splints, pull rods and nuts threaded with the pull rods, the metal outer mold is placed between the two splints, and the metal outer mold and the two splints located at the upper and lower ends of the metal outer mold In addition, a filter layer and a water-permeable layer are sequentially arranged between the hollow cylindrical clay sample and the splint; an isolation layer is arranged between the metal outer mold and the hollow cylindrical clay sample; There are pores.
所述金属外模的横截面为圆环状,且该金属外模分体设置,相邻两分体的接缝处安装橡皮止水条;同时金属外模的各分体通过套接在金属外模外壁面的包箍箍紧。The cross-section of the metal outer mold is circular, and the metal outer mold is set separately, and rubber waterstop strips are installed at the joints of the adjacent two splits; The hoop on the outer wall of the outer mold is tightened.
所述隔离层采用无粘性塑料薄膜制成。The isolation layer is made of non-adhesive plastic film.
所述金属外模设置有抽气嘴。The metal outer mold is provided with an air suction nozzle.
所述气囊的气孔内陷于气囊内部空腔设置。The air hole of the airbag is sunken in the inner cavity of the airbag.
根据以上的技术方案,可以实现以下的有益效果:According to the above technical scheme, the following beneficial effects can be achieved:
本发明在空心圆柱粘土试样的内部设置气囊,通过气囊充气以对该空心圆柱粘土试样提供支撑,有效地防止粘土试样的内陷坍塌;本发明在该空心圆柱粘土试样与金属外模之间设置隔离层,有效地防止金属外模与粘土试样粘连,避免拆模时破坏粘土试样;本发明在金属外模上设置由抽气孔及橡皮嘴所组成的抽气嘴,通过抽气可以保证塑料薄膜与金属外模贴紧,有效避免塑料薄膜起皱破损影响其效果;拆样时由于塑料薄膜无粘性,使得金属外模与粘土试样极易剥离,不会造成拆样时对试样的扰动损伤。因此,本实用新型结构简单,易于实现,操作简便,成本低廉,能有效防止空心圆柱粘土试样饱和时坍塌以及制样和拆模时试样与制样模具间的粘连,是一种高效实用的空心圆柱粘土试样饱和装置。The present invention arranges an air bag inside the hollow cylindrical clay sample, and provides support for the hollow cylindrical clay sample by inflating the air bag, effectively preventing the inward collapse of the clay sample; An isolation layer is set between the molds to effectively prevent the metal outer mold from sticking to the clay sample and avoid damaging the clay sample when the mold is removed; Air extraction can ensure that the plastic film is tightly attached to the metal outer mold, effectively avoiding the wrinkling and damage of the plastic film and affecting its effect; when removing the sample, since the plastic film is non-sticky, the metal outer mold and the clay sample are easily peeled off without causing sample removal. perturbation damage to the sample. Therefore, the utility model is simple in structure, easy to implement, easy to operate, low in cost, and can effectively prevent the hollow cylindrical clay sample from collapsing when it is saturated and the adhesion between the sample and the sample preparation mold during sample preparation and demoulding. It is an efficient and practical A hollow cylindrical clay sample saturation device.
附图说明Description of drawings
图1是本实用新型工作原理示意图;Fig. 1 is a schematic diagram of the working principle of the utility model;
图2是图1的俯视图;Fig. 2 is the top view of Fig. 1;
图3是图1中沿A-A线剖视图;Fig. 3 is a sectional view along line A-A in Fig. 1;
图4是图1中圆柱形塑料气囊俯视图;Fig. 4 is a top view of the cylindrical plastic airbag in Fig. 1;
图5是图4的主视图;Fig. 5 is the front view of Fig. 4;
其中:1、橡皮条;2、塑料薄膜;3、包箍;4、抽气孔;5、橡皮嘴;6、夹板;7、气孔;8、过滤层;9、透水层;10、螺母;11、拉杆定位槽;12、空心圆柱粘土试样;13、气囊;14、金属外模;15、拉杆;16、橡皮止水条。Among them: 1, rubber strip; 2, plastic film; 3, hoop; 4, air hole; 5, rubber mouth; 6, splint; 7, air hole; 8, filter layer; 9, permeable layer; 10, nut; 11 1. Tie rod positioning groove; 12. Hollow cylindrical clay sample; 13. Air bag; 14. Metal outer mold; 15. Pull rod; 16. Rubber waterstop.
具体实施方式Detailed ways
附图非限制性地公开了本实用新型所涉及优选实施例的结构示意图,以下将结合附图详细地说明本实用新型的技术方案。The accompanying drawings disclose the structural schematic diagrams of the preferred embodiments involved in the utility model without limitation, and the technical solution of the utility model will be described in detail below in conjunction with the accompanying drawings.
如图1至5所示,本实用新型所述空心圆柱粘土试样的饱和装置,包括金属外模14、夹具、充填气体后与空心圆柱粘土试样12内壁面相适配的气囊13、隔离层,所述金属外模14内壁面与空心圆柱粘土试样12的外壁面相适配,所述夹具包括两夹板6、拉杆15以及与拉杆螺纹连接的螺母10,所述金属外模14置于两夹板6之间,且金属外模14以及位于金属外模14上下两端的两夹板6通过拉杆15和螺母10连接成一体,所述夹板6上设置有用于拉杆15穿设的拉杆定位槽11;另外,所述空心圆柱粘土试样12和夹板6之间顺序设置过滤层8和透水层9,其中,透水层9采用透水石铺设而成,过滤层8则采用滤纸;所述金属外模14和粘土试样之间设置隔离层,所述隔离层采用无粘性的塑料薄膜2制成,所述气囊13设置有气孔,且如图4和图5所示,所述气囊13的气孔内陷于气囊13内部空腔设置,保证气囊13顶部与试样平齐,可方便充气、泄气,且不影响饱和过程中放置透水石,另外气囊13为塑料气囊13。As shown in Figures 1 to 5, the saturation device of the hollow cylindrical clay sample described in the utility model includes a metal
所述金属外模14分体设置,附图3中所示的金属外模14为两分体,且相邻两分体的接缝处安装橡皮止水条16;同时金属外模14的各分体通过套接在金属外模14外壁面的包箍3箍紧,该包箍3为不锈钢包箍3。所述金属外模14设置有抽气嘴,同时该抽气嘴最好靠近金属外模14的中下部设置。该抽气嘴由抽气孔4和橡皮嘴5组成。金属外模14的横截面呈圆环,且金属外模14与空心圆柱粘土试样12等高。Described metal
饱和前,在所述饱和装置底部,即位于下端的夹板6上依次放置透水石和滤纸。Before saturation, place permeable stones and filter paper in sequence at the bottom of the saturation device, that is, on the
对原装粘土试样:将已制备好的空心圆柱粘土试样12放置于滤纸上,在其外部套接塑料薄膜2,合拢两片金属外模14,用不锈钢包箍3箍紧。在空心圆柱粘土试样12内部放置塑料气囊13,并通过气孔充气,使其与空心圆柱粘土试样12内壁紧贴。在空心圆柱粘土试样12上部依次放置滤纸、透水石以及上端夹板6,并通过分别位于金属外模14上下两端夹板6和拉杆压紧,在拉杆上安装螺母10旋紧。For the original clay sample: the prepared hollow
对扰动土试样:制备空心圆柱粘土试样12前,通过不锈钢包箍3将金属外模14的各分体所组成圆柱箍紧,在金属外模14内壁放置塑料薄膜2,且塑料薄膜2较金属外模14高5-6cm,将塑料薄膜2两端翻至金属外模14外壁,并采用橡皮条1绑紧密封,通过吸气孔及橡皮嘴5抽气,使塑料薄膜2紧贴于金属外模14内壁,采用止水夹将橡皮嘴5密封。当采用击实器击打土体使其分层击实成样后,在空心圆柱粘土试样12内部放置塑料气囊13并通过气孔充气,使塑料气囊13与空心圆柱粘土试样12内壁紧贴。在粘土试样两端放置滤纸和透水石,并通过夹板6和拉杆压紧,在拉杆上安装螺母10旋紧。For the disturbed soil sample: before preparing the hollow
最后,空心圆柱粘土试样12装入饱和器后进行抽气饱和。饱和完成后,旋松螺母10,移开夹板6和拉杆。松开不锈钢包箍3,依次拆除金属外模14和塑料薄膜2。通过气孔使塑料气囊13泄气,取出塑料气囊13。将饱和后的空心圆柱粘土试样12放入空心圆柱仪压力室,即可进行后续试验。Finally, the hollow
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Cited By (12)
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CN103033406A (en) * | 2012-12-26 | 2013-04-10 | 上海交通大学 | Sample preparation device for remoulded soil with different stress ratios |
CN103335876A (en) * | 2013-06-24 | 2013-10-02 | 河海大学 | Remoulding soft clay sample preparation device and method based on vacuum combined electron-osmosis effect |
CN103776676A (en) * | 2014-01-23 | 2014-05-07 | 长沙理工大学 | Geotechnical triaxial test specimen split mold and specimen manufacturing method |
CN103900872A (en) * | 2014-03-18 | 2014-07-02 | 河海大学 | Vacuum preload preparing device and method of remolding soft clay hollow cylinder sample |
CN104359728A (en) * | 2014-10-29 | 2015-02-18 | 河海大学 | Cohesiveless soil three-axis sample saturation device and using method thereof |
CN104374624A (en) * | 2014-11-19 | 2015-02-25 | 北京工业大学 | Geotechnical triaxial test sample preparation split round mold and sample preparation method |
CN105181404A (en) * | 2015-07-09 | 2015-12-23 | 中国科学院寒区旱区环境与工程研究所 | Frozen clay hollow cylinder sample preparation device |
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CN103033406A (en) * | 2012-12-26 | 2013-04-10 | 上海交通大学 | Sample preparation device for remoulded soil with different stress ratios |
CN103335876A (en) * | 2013-06-24 | 2013-10-02 | 河海大学 | Remoulding soft clay sample preparation device and method based on vacuum combined electron-osmosis effect |
CN103776676A (en) * | 2014-01-23 | 2014-05-07 | 长沙理工大学 | Geotechnical triaxial test specimen split mold and specimen manufacturing method |
CN103776676B (en) * | 2014-01-23 | 2016-04-27 | 长沙理工大学 | Geotechnical triaxial test specimen split mold and specimen manufacturing method |
CN103900872B (en) * | 2014-03-18 | 2016-11-30 | 河海大学 | Reinvent vacuum preloading preparation facilities and the method for soft clay hollow cylinder sample |
CN103900872A (en) * | 2014-03-18 | 2014-07-02 | 河海大学 | Vacuum preload preparing device and method of remolding soft clay hollow cylinder sample |
CN104359728A (en) * | 2014-10-29 | 2015-02-18 | 河海大学 | Cohesiveless soil three-axis sample saturation device and using method thereof |
CN104374624A (en) * | 2014-11-19 | 2015-02-25 | 北京工业大学 | Geotechnical triaxial test sample preparation split round mold and sample preparation method |
CN105181404A (en) * | 2015-07-09 | 2015-12-23 | 中国科学院寒区旱区环境与工程研究所 | Frozen clay hollow cylinder sample preparation device |
CN105181404B (en) * | 2015-07-09 | 2017-11-17 | 中国科学院寒区旱区环境与工程研究所 | Frozen clay hollow cylinder sample sample preparation device |
CN106596179A (en) * | 2017-02-08 | 2017-04-26 | 水利部交通运输部国家能源局南京水利科学研究院 | Slipping film and linear cutting type soft soil geotome and operating method thereof |
CN107727477A (en) * | 2017-11-13 | 2018-02-23 | 宁波工程学院 | A kind of hollow cylinder compacted soil samples saturation device |
CN109211692A (en) * | 2018-10-11 | 2019-01-15 | 吉林大学 | A kind of production of hollow cylinder torsional shear sample and saturation integrated device and its application method |
CN113466106A (en) * | 2021-07-06 | 2021-10-01 | 河北工业大学 | Testing device and method for seepage-proofing and pollution-controlling performance test of impervious wall |
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