CN202974742U - Low liquid limit silty soil triaxial sampler - Google Patents
Low liquid limit silty soil triaxial sampler Download PDFInfo
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Abstract
Description
技术领域 technical field
本实用新型涉及岩土力学三轴试验试样制备技术领域,特别涉及一种低液限粉质土三轴制样器。 The utility model relates to the technical field of rock and soil mechanics triaxial test sample preparation, in particular to a low liquid limit silty soil triaxial sample preparation device.
背景技术 Background technique
粉质土是界于砂性土和粘性土之间的过渡类型,在我国广泛分布,该类土稳定性差,既易冲刷侵蚀, 在各种动荷载作用下又易于液化,在当前极端天气频发的情况下,相应的地质灾害严重影响国民经济发展与人民的安定生活,因此对低液限粉质土的研究刻不容缓。限于现场原位试验的限制,一般室内试验是进行相关研究的主要手段,而均一的试样是获取稳定、可靠的试验数据,保证研究结果的必要基础。 Silty soil is a transitional type between sandy soil and clayey soil. It is widely distributed in my country. This type of soil has poor stability, is easy to be scoured and eroded, and is easy to liquefy under various dynamic loads. In the case of natural disasters, the corresponding geological disasters seriously affect the development of the national economy and the stable life of the people, so the research on low liquid limit silty soil is urgent. Limited to the limitations of in-situ tests on site, general indoor tests are the main means of related research, and uniform samples are the necessary basis for obtaining stable and reliable test data and ensuring research results.
发明内容 Contents of the invention
本实用新型的目的在于:为解决上述现有技术中的技术问题,提供一种经济、可靠的低液限粉质土三轴制样器,其能够提高粉质土试样的均一性,减少人为因素对试样的影响,并通过已有的三轴试验设备控制试样的密度,减少对设备投入的要求。 The purpose of this utility model is: in order to solve the above-mentioned technical problem in the prior art, provide a kind of economical, reliable low liquid limit silty soil triaxial sample preparation device, it can improve the homogeneity of silty soil sample, reduce The impact of human factors on the sample, and the density of the sample is controlled through the existing triaxial test equipment, reducing the requirement for equipment investment.
为了达到上述目的,本实用新型采用如下技术方案:提供了一种低液限粉质土三轴制样器,包括:试样筒、平整器、振捣器和加载器; In order to achieve the above object, the utility model adopts the following technical scheme: a triaxial sample preparation device for low liquid limit silty soil is provided, including: a sample cylinder, a leveler, a vibrator and a loader;
所述试样筒进一步包括:底座1、对开模2、对开模固定板3、增容筒14、增容筒固定板15;底座1两端设有螺纹圆槽33,中心设有圆形凸台,圆形凸台与底座侧边的中心垂直线处设置第一导气导水通道,第一导气导水通道出口处设有第一导气导水孔4;对开模2下端与所述圆形凸台相匹配,对开模2上端与增容筒14下端相匹配;固定杆12通过旋入螺纹圆槽33固定在底座1上;对开模固定板3与增容筒固定板15两端均设有通孔,固定板依次穿过固定杆12且分别放置在对开模与增容筒的凸缘上,并用螺母13固定;对开模固定板3将底座1与对开模2固定在一起、增容筒固定板15将对开模2与增容筒14固定在一起;
The sample cylinder further includes: a base 1, a
所述平整器进一步包括:一字凸端头16、导杆17,两者通过螺纹连接;
The leveler further includes: a straight
所述振捣器进一步包括:联合振捣头18、第一螺纹杆19、第一定位板20、第一紧固片21、辅助定位板22;第一螺纹杆19下端与联合振捣头18螺纹连接,上端与辅助定位板22螺纹连接,第一定位板20与第一紧固片21在第一螺纹杆19上自由移动; The vibrator further comprises: a joint vibrator head 18, a first threaded rod 19, a first positioning plate 20, a first fastening piece 21, an auxiliary positioning plate 22; Threaded connection, the upper end is threaded with the auxiliary positioning plate 22, and the first positioning plate 20 and the first fastening piece 21 move freely on the first threaded rod 19;
所述加载器放入增容筒内,进一步包括:加载头23、第二螺纹杆24、第二定位板25、第二紧固片26、第二导气导水孔27,加载头23与第二螺纹杆24下端螺纹连接,第二螺纹杆24上端设置第二导气导水孔27,第二定位板25与第二紧固片26在第二螺纹杆24上自由移动。
The loader is put into the expansion cylinder, and further includes: a
其中,所述对开模2由两块圆心角为180°的半圆形金属片组成,其连接处,一端设置凸槽9,另一端设置第一凹槽8,凸槽9与第一凹槽8相对应,凸槽9长于第一凹槽8约0.5mm,第一凹槽8与直径3mm橡胶密封圆条10相通。
Wherein, the
其中,所述对开模2外侧中间位置设有吸气孔5,对开模2内侧刻有若干1.5mm宽、1.5mm深的排气槽,纵向排气槽6间隔60°,环向排气槽7间隔15mm,纵向排气槽6与环向排气槽7在吸气孔5处相交。
Wherein, the middle position of the outer side of the
其中,所述联合振捣头18由20mm高弹性橡胶圆柱块与20mm白钢圆柱块组成。 Wherein, the combined vibrating head 18 is composed of a 20mm high elastic rubber cylindrical block and a 20mm white steel cylindrical block.
其中,所述加载器的加载头23侧壁设置两道密封圈29,下端内嵌第一透水石30,第二螺纹杆24上端设置弯凹槽31,第二螺纹杆24内设第二导气导水通道28,且第二导气导水通道28出口处设有第二导气导水孔27。
Wherein, two
低液限粉质土三轴制样器在制样时,先将橡胶膜套在对开模2上,由吸气孔5通真空使橡胶膜与对开模2内壁贴紧;对开模2内放入第二透水石与滤纸,将风干土逐份倒入对开模2中,每次先用平整器刮平,再用振捣器控制初始干密度至预定高度;加载头23下端与土层表面接触,两者之间放置滤纸,第二螺纹杆24上端的弯凹槽31与三轴设备的量力环相接触,然后由底座1的第一导气导水孔4先通二氧化碳,再通无气水饱和试样;根据二次干密度计算并固结试样至预定高度,然后依次取下加载器、增容筒14、底座1,削去多余土完成试样制作;制作完成的试样应放在试验设备上再拆除对开模2,以消除套橡胶膜导致的试样二次扰动,然后直接进行相关饱和试验。
When the low liquid limit silty soil triaxial sampler prepares samples, the rubber film is first put on the
本实用新型的有益效果是:本实用新型解决了制作粉质土均一试样的问题,其将对开模定位、密封合为一体,提高试样尺寸精度与密封效果,并可与现有的三轴仪相匹配,减小设备投入;通过初始干密度和二次干密度两级控制,可在一定范围内任意指定试样的密度;采用橡胶-钢联合振捣头有效提高振动加密效果;整个制样过程中试样被对开模保护,有效减少人为因素影响,而预设的橡胶膜消除了套橡胶膜等过程对试样的二次扰动。本实用新型不仅使用方便,而且密度控制精确,试样无二次扰动,适用于各种三轴试验。 The beneficial effects of the utility model are: the utility model solves the problem of making a uniform sample of silty soil, which integrates the positioning and sealing of the split mold, improves the dimensional accuracy and sealing effect of the sample, and can be compared with the existing The triaxial instrument is matched to reduce equipment investment; through the two-level control of initial dry density and secondary dry density, the density of the sample can be arbitrarily specified within a certain range; the rubber-steel combined vibrating head is used to effectively improve the vibration encryption effect; During the whole sample preparation process, the sample is protected by the open mold, which effectively reduces the influence of human factors, and the preset rubber film eliminates the secondary disturbance of the sample during the process of covering the rubber film. The utility model is not only convenient to use, but also has precise density control, no secondary disturbance of the sample, and is suitable for various triaxial tests.
附图说明 Description of drawings
图1为本实用新型低液限粉质土三轴制样器的主视图。 Fig. 1 is the front view of the utility model low liquid limit silty soil triaxial sample preparation device.
图2为本实用新型对开模的主视图。 Fig. 2 is the front view of the split mold of the present utility model.
图3为本实用新型对开模的俯视图。 Fig. 3 is the top view of the split mold of the present invention.
图4为本实用新型平整器的结构示意图。 Fig. 4 is a structural schematic diagram of the leveler of the present invention.
图5为本实用新型振捣器的结构示意图。 Fig. 5 is a structural schematic diagram of the vibrator of the present invention.
附图标识:1-底座,2-对开模,3-对开模固定板,4-第一导气导水孔,5-吸气孔,6-纵向排气槽,7-环向排气槽,8-第一凹槽,9-凸槽,10-橡胶密封圆条,11-螺栓,12-固定杆,13-螺母,14-增容筒,15-增容筒固定板,16-一字凸端头,17-导杆,18-联合振捣头,19-第一螺纹杆,20-第一定位板,21-第一紧固片,22-辅助定位板,23-加载头,24-第二螺纹杆,25-第二定位板,26-第二紧固片,27-第二导气导水孔,28-第二导气导水通道,29-密封圈,30-第一透水石,31-弯凹槽,32-第一导气导水通道,33-螺纹圆槽。 Drawings: 1-base, 2-split mold, 3-split mold fixing plate, 4-first air guide and water guide hole, 5-suction hole, 6-longitudinal exhaust groove, 7-circular row Air groove, 8-first groove, 9-convex groove, 10-rubber sealing round bar, 11-bolt, 12-fixing rod, 13-nut, 14-increasing cylinder, 15-increasing cylinder fixing plate, 16 - Slotted convex end, 17-Guide rod, 18-Combined vibrating head, 19-First threaded rod, 20-First positioning plate, 21-First fastening piece, 22-Auxiliary positioning plate, 23-Loading Head, 24-the second threaded rod, 25-the second positioning plate, 26-the second fastening piece, 27-the second air guide and water guide hole, 28-the second air guide and water guide channel, 29-sealing ring, 30 -the first water-permeable stone, 31-curved groove, 32-the first air and water guide channel, 33-thread circular groove.
具体实施方式 Detailed ways
下面结合附图和实施例对本实用新型进行详细说明。 The utility model is described in detail below in conjunction with accompanying drawing and embodiment.
参照图1-5,本实用新型一种低液限粉质土三轴制样器,包括:试样筒、平整器、振捣器和加载器; Referring to Figures 1-5, the utility model is a triaxial sample preparation device for low liquid limit silty soil, including: a sample cylinder, a leveler, a vibrator and a loader;
所述试样筒进一步包括:底座1、对开模2、对开模固定板3、增容筒14、增容筒固定板15;底座1两端设有螺纹圆槽33,中心设有圆形凸台,圆形凸台与底座侧边的中心垂直线处设置第一导气导水通道,第一导气导水通道出口处设有第一导气导水孔4;对开模2下端与所述圆形凸台相匹配,对开模2上端与增容筒14下端相匹配,对开模2由螺栓11夹紧;固定杆12通过旋入螺纹圆槽33固定在底座1上;对开模固定板3和增容筒固定板15为梭形,长轴两端有通孔,并与固定杆12相匹配,固定板依次穿过固定杆12且放置在对开模与增容筒的凸缘上,并用螺母13固定;对开模固定板3将底座1与对开模2固定在一起、增容筒固定板15将对开模2与增容筒14固定在一起;
The sample cylinder further includes: a base 1, a
所述平整器进一步包括:一字凸端头16、导杆17,两者通过螺纹连接;
The leveler further includes: a straight
所述振捣器进一步包括:联合振捣头18、第一螺纹杆19、第一定位板20、第一紧固片21、辅助定位板22;第一螺纹杆19下端与联合振捣头18螺纹连接,上端与辅助定位板22螺纹连接,第一定位板20与第一紧固片21在第一螺纹杆19上自由移动; The vibrator further comprises: a joint vibrator head 18, a first threaded rod 19, a first positioning plate 20, a first fastening piece 21, an auxiliary positioning plate 22; Threaded connection, the upper end is threaded with the auxiliary positioning plate 22, and the first positioning plate 20 and the first fastening piece 21 move freely on the first threaded rod 19;
所述加载器进一步包括:加载头23、第二螺纹杆24、第二定位板25、第二紧固片26、第二导气导水孔27,加载头23与第二螺纹杆24下端螺纹连接,第二螺纹杆24上端设置第二导气导水孔27,第二定位板25与第二紧固片26在第二螺纹杆24上自由移动。
The loader further includes: a
其中,所述对开模2由两块圆心角为180°的半圆形金属片组成,其连接处,一端设置凸槽9,另一端设置第一凹槽8,凸槽9与第一凹槽8相对应,凸槽9长于第一凹槽8约0.5mm,第一凹槽8与直径3mm橡胶密封圆条10相通,这一设置可以精确定位对开模2,确保密封性,保证试样尺寸与形状。
Wherein, the
其中,所述对开模2外侧中间位置设有吸气孔5,对开模2内侧刻有若干1.5mm宽、1.5mm深的排气槽,纵向排气槽6间隔60°,环向排气槽7间隔15mm,当由吸气孔5抽真空后,排气槽可保证橡胶膜与对开模2紧贴在一起,纵向排气槽6与环向排气槽7在吸气孔5处相交。
Wherein, the middle position of the outer side of the
其中,所述联合振捣头18由20mm高弹性橡胶圆柱块与20mm白钢圆柱块组成,并通过三个螺栓连接在一起,其中高弹性橡胶将有效传递振动,保证土样加密效果。 Wherein, the combined vibrating head 18 is composed of a 20mm high elastic rubber cylindrical block and a 20mm white steel cylindrical block, which are connected together by three bolts, wherein the high elastic rubber will effectively transmit vibration to ensure the soil sample encryption effect.
其中,所述加载器的加载头23侧壁设置两道密封圈29,下端内嵌第一透水石30,第二螺纹杆24上端设置弯凹槽31,第二螺纹杆24内设第二导气导水通道28,且第二导气导水通道28出口处设有第二导气导水孔27,第二螺纹杆24上端的弯凹槽31与三轴设备的量力环相匹配。
Wherein, two
本实用新型在制样时,先将橡胶膜套在对开模2上,由吸气孔5通真空使橡胶膜与对开模2内壁贴紧;对开模2内放入第二透水石与滤纸,将风干土逐份倒入对开模2中,每次先用平整器刮平,再用振捣器控制初始干密度至预定高度;加载头23下端与土层表面接触,两者之间放置滤纸,第二螺纹杆24上端的弯凹槽31与三轴设备的量力环相接触,然后由底座1的第一导气导水孔4先通二氧化碳,再通无气水饱和试样;根据二次干密度计算并固结试样至预定高度,然后依次取下加载器、增容筒14、底座1,削去多余土完成试样制作;制作完成的试样应放在试验设备上再拆除对开模2,以消除套橡胶膜导致的试样二次扰动,然后直接进行相关饱和试验。
In the sample preparation of the utility model, the rubber film is first put on the
以上内容是结合优选技术方案对本发明所做的进一步详细说明,不能认定发明的具体实施仅限于这些说明。对本发明所属技术领域的普通技术人员来说,在不脱离本发明的构思的前提下,还可以做出简单的推演及替换,都应当视为本发明的保护范围。 The above content is a further detailed description of the present invention in combination with preferred technical solutions, and it cannot be assumed that the specific implementation of the invention is limited to these descriptions. For those of ordinary skill in the technical field to which the present invention belongs, simple deduction and substitutions can be made without departing from the concept of the present invention, which should be regarded as the protection scope of the present invention.
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103048174A (en) * | 2012-12-21 | 2013-04-17 | 大连理工大学 | A kind of low liquid limit silty soil triaxial sample preparation device and sample preparation method |
| CN103776676A (en) * | 2014-01-23 | 2014-05-07 | 长沙理工大学 | Geotechnical triaxial test specimen split mold and specimen manufacturing method |
| CN106769320A (en) * | 2017-01-10 | 2017-05-31 | 南京工程学院 | A kind of liquid plastic combine tester sample cup for liquid and its method for making sample |
| CN107966336A (en) * | 2017-11-06 | 2018-04-27 | 华侨大学 | A kind of grouting and reinforcing soil body pressure-bearing test mould and its test method |
| CN108896372A (en) * | 2018-07-24 | 2018-11-27 | 武汉科技大学 | A kind of CT scan sample preparation device |
| CN110987561A (en) * | 2019-12-13 | 2020-04-10 | 中国海洋大学 | A kind of sandy soil sample preparation device and method |
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2012
- 2012-12-21 CN CN 201220711615 patent/CN202974742U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103048174A (en) * | 2012-12-21 | 2013-04-17 | 大连理工大学 | A kind of low liquid limit silty soil triaxial sample preparation device and sample preparation method |
| CN103048174B (en) * | 2012-12-21 | 2015-08-12 | 大连理工大学 | A triaxial sample preparation device for silty soil with low liquid limit |
| 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 | A kind of geotechnical triaxial test sample split mold and test piece manufacturing method |
| CN106769320A (en) * | 2017-01-10 | 2017-05-31 | 南京工程学院 | A kind of liquid plastic combine tester sample cup for liquid and its method for making sample |
| CN107966336A (en) * | 2017-11-06 | 2018-04-27 | 华侨大学 | A kind of grouting and reinforcing soil body pressure-bearing test mould and its test method |
| CN107966336B (en) * | 2017-11-06 | 2023-10-20 | 华侨大学 | Grouting reinforcement soil body bearing test mold and test method thereof |
| CN108896372A (en) * | 2018-07-24 | 2018-11-27 | 武汉科技大学 | A kind of CT scan sample preparation device |
| CN110987561A (en) * | 2019-12-13 | 2020-04-10 | 中国海洋大学 | A kind of sandy soil sample preparation device and method |
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