CN204255718U - A kind of semi-automatic multifunction soil test pressure-like machine - Google Patents

A kind of semi-automatic multifunction soil test pressure-like machine Download PDF

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CN204255718U
CN204255718U CN201420703666.9U CN201420703666U CN204255718U CN 204255718 U CN204255718 U CN 204255718U CN 201420703666 U CN201420703666 U CN 201420703666U CN 204255718 U CN204255718 U CN 204255718U
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sample
pressure
cylinder
fixed
semi
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董彤
柘美
唐晓松
王永甫
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Logistical Engineering University of PLA
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Abstract

本实用新型公开了一种半自动多功能土工试验压样机,包括支架系统、动力与控制系统、成模系统和压样系统,支架系统包括基座、侧柱和顶板,侧柱的下端固定于基座上,侧柱的上端固定有顶板,动力与控制系统设置于基座上,成模系统设置于动力与控制系统上,压样系统固定于顶板上,选取相应的成模及压样系统安装到可移动压样平台及顶板上,按照相应的试验规范,将一定质量的土样分层放入内、外成模筒之间(或成模筒内),继而,操作位移控制器控制液压系统以使可移动压样平台上升到预定高度,与此同时,压样锤深入成模筒,将每层土颗粒按要求干密度分层压实,即得到重塑空心圆柱试样(或实心圆柱试样)。

The utility model discloses a semi-automatic multifunctional geotechnical test sample pressing machine, which comprises a bracket system, a power and control system, a molding system and a sample pressing system. The bracket system includes a base, a side column and a top plate. On the seat, the upper end of the side column is fixed with a top plate, the power and control system is set on the base, the molding system is set on the power and control system, the sample pressing system is fixed on the top plate, and the corresponding molding and sample pressing system is installed Go to the movable sample pressing platform and the top plate, according to the corresponding test specifications, put a certain quality of soil samples into layers between the inner and outer mold cylinders (or inside the mold cylinder), and then operate the displacement controller to control the hydraulic pressure. The system raises the movable sample-pressing platform to a predetermined height, and at the same time, the sample-pressing hammer penetrates into the mold cylinder, and compacts each layer of soil particles according to the required dry density, that is, a reshaped hollow cylindrical sample (or solid sample) is obtained. Cylindrical samples).

Description

一种半自动多功能土工试验压样机A semi-automatic multifunctional geotechnical test press machine

技术领域technical field

本实用新型属于室内土工试验设备技术领域,具体涉及一种半自动多功能土工试验压样机。The utility model belongs to the technical field of indoor geotechnical test equipment, in particular to a semi-automatic multifunctional geotechnical test sample pressing machine.

背景技术Background technique

重塑试样的制备是室内土工试验的一大难点,特别是对于动态空心圆柱扭剪仪而言,该问题尤为突出:1)击实法在层高控制和击实做功时依靠人工控制,且击实作用对土体产生不可忽视的二次扰动,使得试样内部出现裂隙,极大的降低了后续试验的可信度;2)由于粘性土渗透系数很低,排水固结极慢,采用固结法制样时,需要在高负压下固结10天以上,使得制样机具造价昂贵且较为笨重,制样操作复杂,所制得的试样存在较大的不均匀性;3)制样时需要大量的人力劳动,自动化程度低,制样效率低下;4)各类室内土工试验的制样工具繁多,在一定程度上造成了重复配置的资源浪费。The preparation of remodeled samples is a major difficulty in indoor geotechnical tests, especially for dynamic hollow cylinder torsional shear instruments: 1) The compaction method relies on manual control in the control of story height and compaction work, Moreover, the compaction effect produces a non-negligible secondary disturbance to the soil, causing cracks to appear inside the sample, which greatly reduces the credibility of subsequent tests; 2) Due to the low permeability coefficient of cohesive soil, drainage and consolidation are extremely slow, When using the consolidation method to prepare samples, it needs to be consolidated under high negative pressure for more than 10 days, which makes the sample preparation equipment expensive and cumbersome, the sample preparation operation is complicated, and the prepared samples have large inhomogeneity; 3) The sample preparation requires a lot of human labor, the degree of automation is low, and the sample preparation efficiency is low; 4) There are many sample preparation tools for various indoor geotechnical tests, which to a certain extent causes waste of resources for repeated configuration.

由于现有方法存在诸多问题,导致已有研宄多局限于重塑砂土或原装粘土,严重制约了相关研究的发展,亟待研发新的应用范围广泛且能半自动制样的设备。Due to the many problems in the existing methods, most of the existing researches are limited to remodeling sandy soil or original clay, which seriously restricts the development of related research, and it is urgent to develop new equipment with a wide range of applications and semi-automatic sample preparation.

实用新型内容Utility model content

本实用新型的目的是提供一种半自动多功能土工试验压样机,解决了现有技术中存在的制样设备功能单一、自动化程度低、制样精度差且无法制备空心圆柱试样的问题。The purpose of the utility model is to provide a semi-automatic multifunctional geotechnical test sample pressing machine, which solves the problems in the prior art that the sample preparation equipment has single function, low degree of automation, poor sample preparation accuracy and inability to prepare hollow cylindrical samples.

本实用新型所采用的技术方案是,一种半自动多功能土工试验压样机,包括支架系统、动力与控制系统、成模系统和压样系统,支架系统包括基座、侧柱和顶板,侧柱的下端固定于基座上,侧柱的上端固定有顶板,动力与控制系统设置于基座和侧柱上,成模系统设置于动力与控制系统上,压样系统固定于顶板上。The technical solution adopted by the utility model is, a semi-automatic multi-functional geotechnical test sample pressing machine, including a bracket system, a power and control system, a molding system and a sample pressing system, and the bracket system includes a base, a side column and a top plate, and the side column The lower end of the side column is fixed on the base, the upper end of the side column is fixed on the top plate, the power and control system is set on the base and the side column, the molding system is set on the power and control system, and the sample pressing system is fixed on the top plate.

本实用新型的特点还在于,The utility model is also characterized in that,

动力与控制系统包括油箱、电机、液压泵、液压缸、控制机构和可移动压样平台,可移动压样平台通过支架固定于基座上,电机与液压泵连接,油箱与液压泵通过管道相连,油箱通过固定在支架上;液压缸安装在基座中央,其上部与可移动压样平台固定,可移动压样平台内置有用于测量可移动压样平台的轴向位移的位移计;控制机构固定在侧柱上,通过控制电机实时检测可移动制样平台的位置。The power and control system includes fuel tank, motor, hydraulic pump, hydraulic cylinder, control mechanism and movable sample pressing platform. The movable sample pressing platform is fixed on the base through a bracket, the motor is connected to the hydraulic pump, and the fuel tank is connected to the hydraulic pump through pipelines. , the oil tank is fixed on the bracket; the hydraulic cylinder is installed in the center of the base, and its upper part is fixed with the movable sample pressing platform, and the movable sample pressing platform has a built-in displacement meter for measuring the axial displacement of the movable sample pressing platform; the control mechanism It is fixed on the side column, and the position of the movable sample preparation platform is detected in real time by controlling the motor.

成模系统包括中空的外成模筒机构,外成模筒机构固定设置于试样底座上,外成模筒机构包括外成膜筒,外成膜筒由三个瓣膜围成圆筒;外成膜筒的外层由外箍环固定,外成膜筒的外侧设置有外支撑杆,外支撑杆围成圆形;外成膜筒和外支撑杆的下端固定于试样底座上,外成膜筒和外支撑杆的上端设置有外成膜筒顶帽。The molding system includes a hollow outer molding cylinder mechanism, which is fixed on the sample base, and the outer molding cylinder mechanism includes an outer film forming cylinder, which is surrounded by three valves to form a cylinder; The outer layer of the film-forming cylinder is fixed by an outer hoop, and an outer support rod is arranged on the outside of the outer film-forming cylinder, and the outer support rod forms a circle; the lower ends of the outer film-forming cylinder and the outer support rod are fixed on the sample base, and the outer The upper ends of the film-forming tube and the outer support rod are provided with a top cap of the outer film-forming tube.

成模系统还包括中空的内成膜筒机构,内成膜筒机构设置于外成模筒机构内,内成膜筒机构固定设置于试样底座上,内成膜筒机构包括内成模筒,内成模筒是由2个内成模筒大瓣膜和两个内成模筒小瓣膜围成的中空的圆筒;内成模筒的腔体内设置有竖直的内支撑杆,内支撑杆上设置有两组侧臂;内成模筒和内支撑杆的下端固定于试样底座上,内成模筒和内支撑杆的上端固定于内成膜筒顶帽上。The molding system also includes a hollow inner film-forming cylinder mechanism. The inner film-forming cylinder mechanism is set in the outer mold-forming cylinder mechanism. The inner film-forming cylinder mechanism is fixed on the sample base. The inner film-forming cylinder mechanism includes the inner mold-forming cylinder , the inner mold cylinder is a hollow cylinder surrounded by two inner mold cylinder large valves and two inner mold cylinder small valves; a vertical inner support rod is arranged in the cavity of the inner mold cylinder, and the inner support Two sets of side arms are arranged on the rod; the lower ends of the inner mold cylinder and the inner support rod are fixed on the sample base, and the upper ends of the inner mold cylinder and the inner support rod are fixed on the top cap of the inner film-forming cylinder.

压样系统呈圆筒状,包括压样顶盖、压样杆和环状压样锤,压样顶盖下方连接有三根压样杆,压样杆下端设有压样锤。The sample pressing system is in the shape of a cylinder, including a sample pressing top cover, a sample pressing rod and a ring-shaped sample pressing hammer. There are three sample pressing rods connected under the sample pressing top cover, and a sample pressing hammer is arranged at the lower end of the sample pressing rod.

顶板通过螺纹与侧柱相固定。The top plate is fixed to the side columns by threads.

压样系统通过压样顶盖和螺栓固定于顶板上。The sample pressing system is fixed on the top plate through the sample pressing top cover and bolts.

外箍环至少设置有2个。There are at least two outer hoops.

外成膜筒的瓣膜为环形瓣膜;内成模筒大瓣膜为中心角为150°的环形瓣膜;内成模筒小瓣膜为中心角为30°的环形瓣膜。The valve of the outer membrane-forming cylinder is an annular valve; the large valve of the inner mold-forming cylinder is an annular valve with a central angle of 150°; the small valve of the inner mold-forming cylinder is an annular valve with a central angle of 30°.

压样锤的形状为底部放大的圆环状或圆形状。The shape of the sample pressure hammer is a ring shape or a circle shape enlarged at the bottom.

本实用新型的有益效果是:制备重塑试样时,首先选取相应的成模系统安装到可移动压样平台及顶板上,制备重塑空心圆柱试样(或实心圆柱试样)时,按照相应的试验规范,将一定质量的重塑土颗粒分层放入内外成模筒之间(或成模筒内),继而,操作位移控制器控制液压系统以使可移动压样平台上升到预定高度,与此同时,压样锤深入成模筒,将每层土颗粒按要求干密度分层压实。之后,将成模系统由上及下、由内及外依次拆除,即得到重塑空心圆柱试样(或实心圆柱试样)。The beneficial effect of the utility model is: when preparing the remodeling sample, at first select the corresponding molding system and install it on the movable sample pressing platform and the top plate, when preparing the remodeling hollow cylindrical sample (or solid cylindrical sample), according to According to the corresponding test specification, a certain quality of remolded soil particles is layered between the inner and outer mold cylinders (or in the mold cylinder), and then the displacement controller is operated to control the hydraulic system to raise the movable sample pressing platform to a predetermined level. At the same time, the pressure hammer penetrates into the mold cylinder, and compacts each layer of soil particles according to the required dry density. Afterwards, the molding system is dismantled sequentially from top to bottom, from inside to outside, and a reshaped hollow cylindrical sample (or solid cylindrical sample) is obtained.

本实用新型所依附的主体为一系列尖端的土工试验仪器,如空心圆柱扭剪仪、应力路径三轴仪等。然而重塑土试样的制备一直以来都是室内土工试验的难点,特别是对于重塑空心圆柱试样而言,现有的仪器在击实、控制、拆样等方面有所欠缺,以致所制试样二次扰动严重、均匀性差、制样及拆样复杂,使得制样的精度及后续试验的可靠性受到质疑。The main body of the utility model is a series of cutting-edge geotechnical test instruments, such as a hollow cylinder torsional shear instrument, a stress path triaxial instrument, and the like. However, the preparation of remolded soil samples has always been a difficult point in indoor geotechnical tests, especially for remolded hollow cylindrical samples. The secondary disturbance of the sample preparation is serious, the uniformity is poor, and the sample preparation and sample removal are complicated, which makes the accuracy of sample preparation and the reliability of subsequent tests questioned.

本压样机经过合理设计,针对各种试验的特点,特别考虑了颗粒大、强度高的重塑试样的制备,设计了最合理的方案:半自动控制设计、液压动力设计、可更换模具设计、瓣膜状成模筒设计、内成模筒固定设计以及试样一次成型设计。各设计环节合理而有效地利用了动力系统、控制原理、力学准则以及材料特性,最大可能的模拟了原状土体形成的过程,为制备各种试样提供了有效的保证。在实际操作过程中,该压样机自动化程度较高,不仅操作便捷、节约人力与时间,避免了不同制样器多个相同部件的重复配置,有效地节省了资源;更在制取扰动小、均匀度高的各类重塑试样上达到了良好的效果。从而,为空心圆柱扭剪试验、应力路径三轴试验、共振柱试验等提供了极大的帮助。The sample pressing machine has been rationally designed. According to the characteristics of various tests, the preparation of remolded samples with large particles and high strength has been specially considered, and the most reasonable plan has been designed: semi-automatic control design, hydraulic power design, replaceable mold design, Valve-shaped molding barrel design, inner molding barrel fixing design, and one-time sample molding design. Each design link rationally and effectively utilizes the dynamic system, control principle, mechanical criterion and material properties, simulates the process of the original soil formation as much as possible, and provides an effective guarantee for the preparation of various samples. In the actual operation process, the sample press has a high degree of automation, which is not only convenient to operate, saves manpower and time, avoids repeated configuration of multiple identical parts of different sample preparation machines, and effectively saves resources; Good results have been achieved on various remodeled specimens with high uniformity. Thus, it provides great help for hollow cylinder torsional shear test, stress path triaxial test, resonant column test, etc.

本实用新型采用了一种分层压实的制样方法,该方法通过外力将土样逐层压实成空心圆柱状或实心圆柱状试样,最大程度上模拟了天然土体沉积形成的过程。The utility model adopts a layered compaction sample preparation method, which uses external force to compact the soil sample layer by layer into a hollow cylindrical or solid cylindrical sample, simulating the process of natural soil deposition to the greatest extent .

附图说明Description of drawings

图1是安装有空心圆柱试样成模与压样系统的压样机示意图;Fig. 1 is a schematic diagram of a sample pressing machine equipped with a hollow cylindrical sample forming and sample pressing system;

图2是空心圆柱试样底座示意图;Fig. 2 is a schematic diagram of a hollow cylindrical sample base;

图3是外成模筒瓣膜构造和外箍环示意图;Fig. 3 is a schematic diagram of the valve structure and the outer hoop ring formed outside the mold;

图4是内成模筒瓣膜构造和内支撑杆示意图;Fig. 4 is a schematic diagram of the structure of the inner molded valve valve and the inner support rod;

图5是实心圆柱试样压样系统;Fig. 5 is a sample pressing system for a solid cylindrical sample;

图6是实心圆柱试样成模系统示意图;Fig. 6 is a schematic diagram of a solid cylindrical sample molding system;

图中:1.基座,2.侧柱,3.顶板,4.油箱,5.电机,6.液压泵,7.液压缸,8.控制机构,9.可移动压样平台,10.试样底座,11.外支撑杆,12.外箍环,13.外成模筒,14.内成模筒,15.内支撑杆,16.内成模筒顶帽,17.外成模筒顶帽,18.空心圆柱试样,19.压样顶盖,20.压样杆,21.环状压样锤,22.成模筒,23.实心试样,24.圆形压样锤,25.内成模筒大瓣膜,26.内成模筒小瓣膜,27.瓣膜,28.外成模筒固定槽,29.内成模筒固定槽,30.成模筒固定槽,31.外支撑杆固定孔,32.内支撑杆固定孔,33底座固定孔,34.卡槽,35.内支撑杆侧臂。In the figure: 1. Base, 2. Side column, 3. Top plate, 4. Oil tank, 5. Motor, 6. Hydraulic pump, 7. Hydraulic cylinder, 8. Control mechanism, 9. Movable sample pressing platform, 10. Sample base, 11. Outer support rod, 12. Outer hoop, 13. Outer mold cylinder, 14. Inner mold cylinder, 15. Inner support rod, 16. Inner mold cylinder top cap, 17. Outer mold cylinder Tube top cap, 18. Hollow cylindrical sample, 19. Pressure sample top cover, 20. Pressure sample rod, 21. Ring pressure sample hammer, 22. Forming cylinder, 23. Solid sample, 24. Round pressure sample Hammer, 25. The large valve of the inner mold barrel, 26. The small valve of the inner mold barrel, 27. Valve, 28. The outer mold barrel fixing groove, 29. The inner mold barrel fixing groove, 30. The mold barrel fixing groove, 31. Outer support rod fixing hole, 32. Inner support rod fixing hole, 33 Base fixing hole, 34. Card slot, 35. Inner support rod side arm.

具体实施方式Detailed ways

下面结合附图和具体实施方式对本实用新型进行详细说明。The utility model will be described in detail below in conjunction with the accompanying drawings and specific embodiments.

本实用新型提供一种半自动多功能土工试验压样机,如图1所示,包括支架系统、动力与控制系统、成模系统和压样系统四大部分。支架系统包括基座1、侧柱2、顶板3,侧柱下端固定在基座1上,顶板3通过螺纹固定在侧柱2上端。为动力与控制系统设置于基座1和侧柱2上,成模系统设置于动力与控制系统上,压样系统固定于顶板3上。顶板3通过螺纹与侧柱2相固定。The utility model provides a semi-automatic multifunctional geotechnical test sample pressing machine, as shown in Figure 1, comprising four parts: a support system, a power and control system, a molding system and a sample pressing system. The support system includes a base 1, a side column 2, and a top plate 3. The lower end of the side column is fixed on the base 1, and the top plate 3 is fixed on the upper end of the side column 2 through threads. The power and control system is set on the base 1 and the side column 2 , the molding system is set on the power and control system, and the sample pressing system is fixed on the top plate 3 . The top plate 3 is fixed to the side column 2 by threads.

动力与控制系统由油箱4、电机5、液压泵6、液压缸7、控制机构8和可移动压样平台9组成。可移动压样平台9通过支架固定于基座1上,电机5与液压泵6连接,油箱4与液压泵6通过管道相连,油箱4通过螺栓固定在支架上;液压缸7安装在基座1中央,其上部与可移动压样平台9固定,可移动压样平台9内置有位移计,用于测量可移动压样平台9的轴向位移;控制机构8固定在侧柱上,通过控制电机5实时检测可移动制样平台的位置,继而使控制机构8、可移动压样平台9内置的位移计与动力系统形成一个伺服反馈系统。The power and control system consists of a fuel tank 4, a motor 5, a hydraulic pump 6, a hydraulic cylinder 7, a control mechanism 8 and a movable sample pressing platform 9. The movable sample pressing platform 9 is fixed on the base 1 through a bracket, the motor 5 is connected to the hydraulic pump 6, the fuel tank 4 is connected to the hydraulic pump 6 through pipelines, and the fuel tank 4 is fixed on the bracket by bolts; the hydraulic cylinder 7 is installed on the base 1 In the center, its upper part is fixed to the movable sample pressing platform 9, and the movable sample pressing platform 9 has a built-in displacement meter for measuring the axial displacement of the movable sample pressing platform 9; the control mechanism 8 is fixed on the side column, and by controlling the motor 5 Real-time detection of the position of the movable sample preparation platform, and then the control mechanism 8, the built-in displacement meter and the power system of the movable sample pressing platform 9 form a servo feedback system.

在制备不同的试样时,可选择相应的成模和压样系统。成模系统固定在可移动压样平台9上,压样顶盖19通过顶部固定螺栓固定在顶板3中心处,可移动压样平台9上通过螺栓固定有试样底座10。如图2所示,试样底座10上设有内、外成模筒固定槽29、28;实心试样为成模筒固定槽30(即外成模筒固定槽28),外支撑杆固定孔31,内支撑杆固定孔32,底座固定孔33。When preparing different samples, you can choose the corresponding molding and sample pressing system. The molding system is fixed on the movable sample pressing platform 9, the sample pressing top cover 19 is fixed at the center of the top plate 3 by top fixing bolts, and the sample base 10 is fixed on the movable sample pressing platform 9 by bolts. As shown in Figure 2, the sample base 10 is provided with inner and outer mold cylinder fixing grooves 29, 28; the solid sample is the mold cylinder fixing groove 30 (i.e. the outer mold cylinder fixing groove 28), and the outer support rod is fixed Holes 31, inner support rod fixing holes 32, and base fixing holes 33.

在制备空心圆柱试样时,如图1、图3和图4所示,成模系统包括内成膜筒机构和外成膜筒机构,由两者共同完成制备空心圆柱试样的工作:When preparing a hollow cylindrical sample, as shown in Figure 1, Figure 3 and Figure 4, the molding system includes an inner film-forming cylinder mechanism and an outer film-forming cylinder mechanism, and the two work together to complete the preparation of the hollow cylindrical sample:

外成模筒机构固定设置于试样底座10上,外成模筒机构包括外成膜筒13,外成膜筒13由三个环形瓣膜27围成圆筒;试样底座10设有用于固定外成模筒的环形外成模筒固定槽28,成膜筒13的外层由外箍环12紧固,外箍环12至少设置有2个。外成膜筒13的外侧设置有外支撑杆11,4根外支撑杆11均匀分布且围成圆形;外成膜筒13和外支撑杆11的下端固定于试样底座10上,外成膜筒13和外支撑杆11的上端设置有外成膜筒顶帽17;The outer molding cylinder mechanism is fixedly arranged on the sample base 10, and the outer molding cylinder mechanism includes an outer film-forming cylinder 13, which is surrounded by three annular valves 27 to form a cylinder; the sample base 10 is provided with a The annular outer molding cylinder fixing groove 28 of the outer molding cylinder, the outer layer of the film forming cylinder 13 is fastened by the outer hoop 12, and there are at least two outer hoops 12. The outer side of the outer film-forming cylinder 13 is provided with an outer support rod 11, and the four outer support rods 11 are evenly distributed and formed into a circle; the lower ends of the outer film-forming cylinder 13 and the outer support rod 11 are fixed on the sample base 10, and the outer forming The upper end of the film tube 13 and the outer support rod 11 is provided with an outer film-forming tube top cap 17;

内成膜筒机构设置于外成模筒机构内,内成膜筒机构固定设置于试样底座10上,内成膜筒机构包括内成模筒14,内成模筒14由2个中心角为150°的环形内成模筒大瓣膜25和两个中心角为30°的环形内成模筒小瓣膜26组成,其中成模筒大、小瓣膜的四个接触面互相平行,以便于组装;实际操作时,先组装大瓣膜25,后放小瓣膜26,由于接触面是平行的,小瓣膜26可以直接扣进去,再由内支撑杆15撑起来;拆样时,按两个小瓣膜26,将两个小瓣膜26按出来,如果做成和外成模筒一样的三瓣膜,由于它在试样里面,组装时非常困难。内成模筒14的腔体内设置有竖直的内支撑杆15,内支撑杆15上设置有两组侧臂35;内成模筒14和内支撑杆15的下端固定于试样底座10上,内成模筒14和内支撑杆15的上端固定于内成膜筒顶帽16上。试样底座10中心设有试样内支撑杆固定孔32以及圆环状内、外成模筒固定槽29、28。内成模筒顶帽16通过螺栓固定在内支撑杆上端。The inner film-forming cylinder mechanism is set in the outer mold-forming cylinder mechanism, and the inner film-forming cylinder mechanism is fixedly arranged on the sample base 10. The inner film-forming cylinder mechanism includes an inner mold cylinder 14, and the inner mold cylinder 14 consists of two central angles. It is composed of a 150° ring-shaped inner molded cylinder large valve 25 and two annular inner molded cylinder small valves 26 with a central angle of 30°, wherein the four contact surfaces of the molded cylinder large and small valves are parallel to each other, so as to facilitate assembly ;In actual operation, first assemble the large valve 25, and then put the small valve 26. Since the contact surfaces are parallel, the small valve 26 can be directly buckled in, and then supported by the inner support rod 15; when disassembling, press the two small valves 26. Press the two small valves 26 out. If it is made into the same three valves as the outer molding cylinder, it is very difficult to assemble because it is in the sample. A vertical inner support rod 15 is arranged in the cavity of the inner mold cylinder 14, and two groups of side arms 35 are arranged on the inner support rod 15; the lower ends of the inner mold cylinder 14 and the inner support rod 15 are fixed on the sample base 10 , The upper ends of the inner molding cylinder 14 and the inner support rod 15 are fixed on the top cap 16 of the inner film forming cylinder. The center of the sample base 10 is provided with a sample inner support rod fixing hole 32 and annular inner and outer mold cylinder fixing grooves 29 and 28 . Inner molding barrel top cap 16 is fixed on the inner support rod upper end by bolts.

如图1所示,压样系统包括压样顶盖19、压样杆20和环状压样锤21。压样系统通过压样顶盖19和螺栓固定于顶板3上。三根中心角为30°的环形压样杆20两两间隔90°,呈圆形固定在压样顶盖19下方。压样杆20下端设有压样锤21;压样锤21的形状为底部放大的圆环状或圆形状。As shown in FIG. 1 , the sample pressing system includes a sample pressing top cover 19 , a sample pressing rod 20 and an annular sample pressing hammer 21 . The sample pressing system is fixed on the top plate 3 through the sample pressing top cover 19 and bolts. Three ring-shaped pressure sample rods 20 with a center angle of 30° are spaced apart by 90° in pairs, and are circularly fixed under the sample pressure top cover 19 . A sample-pressing hammer 21 is provided at the lower end of the sample-pressing rod 20; the shape of the sample-pressing hammer 21 is an annular or circular shape with an enlarged bottom.

在制备实心圆柱试样时,成模系统如图6所示,仅包含外成模系统,除底座需要更换为实心试样底座外,其余构造与空心试样相同;压样系统如图5所示与制备空心圆柱试样时相同,仅把压样杆20下端的圆环状压样锤21换做圆形压样锤24。When preparing a solid cylindrical sample, the molding system is shown in Figure 6, which only includes the external molding system. Except that the base needs to be replaced with a solid sample base, the rest of the structure is the same as that of the hollow sample; the sample pressing system is shown in Figure 5. Shown is the same as when preparing the hollow cylindrical sample, only the annular pressure hammer 21 at the lower end of the pressure rod 20 is replaced with a circular pressure hammer 24.

本实用新型成模与压样系统按所制试样分为4组,分别与空心圆柱试样(大试样尺寸:内径×外径×高/160×200×400mm;小试样尺寸:内径×外径×高/60×100×200mm)以及实心试样(直径×高/39.1×80mm;直径×高/100×200mm)相对应,此外,还可根据试样定制。这里介绍了空心圆柱小试样压样器的设计原理(其他试样制备与之相近)。The mold forming and sample pressing system of the utility model is divided into 4 groups according to the prepared samples, which are respectively combined with hollow cylindrical samples (large sample size: inner diameter × outer diameter × height/160 × 200 × 400mm; small sample size: inner diameter ×outer diameter×height/60×100×200mm) and solid samples (diameter×height/39.1×80mm; diameter×height/100×200mm), in addition, it can also be customized according to the sample. The design principle of the hollow cylindrical small sample press is introduced here (other sample preparation is similar to it).

1)压样设计1) Pressure sample design

在制备重塑三轴试样时,通常根据相关试验规范将试样分成若干层,继而采用分层击实法,击实时通过自重较大的击锤将试样击实。然而,由于击锤的冲击力较大,击实过程不可避免的对土体产生二次扰动,使重塑试样内部存在微裂隙,降低了后续试验的可信度。本实用新型采用分层压样法,消除了击实对土体二次扰动,减小了人为击实的误差,最大程度模拟天然土体沉积形成过程,提高了重塑试样的质量。When preparing a reshaped triaxial sample, the sample is usually divided into several layers according to the relevant test specifications, and then the layered compaction method is adopted, and the sample is compacted by a hammer with a large self-weight during compaction. However, due to the high impact force of the hammer, the compaction process inevitably produces secondary disturbances to the soil, resulting in micro-cracks inside the remolded sample, which reduces the reliability of subsequent tests. The utility model adopts a layered sample pressing method, which eliminates the secondary disturbance of the compaction to the soil, reduces the error of artificial compaction, simulates the deposition and formation process of the natural soil to the greatest extent, and improves the quality of the remodeling sample.

2)动力系统设计2) Power system design

本实用新型采用液压动力系统,大大降低了人力劳动的强度。传统的击实法在制备干密度较大、强度较高的试样时,不仅费时费力,而且试样质量较差,由于油压系统具有压力大、稳定性好、易于控制等特点,使得该压样机在制备此类试样时具有独特的优势,提高了制样机具的适用性。The utility model adopts a hydraulic power system, which greatly reduces the intensity of human labor. The traditional compaction method is not only time-consuming and labor-intensive when preparing samples with high dry density and high strength, but also the sample quality is poor. Due to the characteristics of high pressure, good stability and easy control of the hydraulic system, the The sample press has unique advantages in preparing such samples, which improves the applicability of sample preparation tools.

3)动力与控制系统设计3) Power and control system design

在制备重塑试样时通常需要人工目测试样高度,来控制试样的均匀性,这种方法无法可靠的保证试样的质量。本实用新型内置位移计和控制机构8,实时检测可移动制样平台的位置,并将控制机构、位移计与动力系统形成一个伺服反馈系统,通过控制机构输入目标位移,来控制可移动压样平台的位置,以严格控制每层试样的高度,不仅实现了试样制备的半自动化,而且最大可能的提高了试样的均匀程度。When preparing a reshaped sample, it is usually necessary to manually test the height of the sample to control the uniformity of the sample. This method cannot reliably guarantee the quality of the sample. The utility model has a built-in displacement meter and a control mechanism 8 to detect the position of the movable sample preparation platform in real time, and forms a servo feedback system with the control mechanism, the displacement meter and the power system, and controls the movable sample by inputting the target displacement through the control mechanism The position of the platform strictly controls the height of each layer of samples, which not only realizes the semi-automation of sample preparation, but also improves the uniformity of samples to the greatest possible extent.

4)压样杆与压样锤设计4) Design of sample rod and sample hammer

本实用新型采用压样杆而非压样筒来传递竖向压力,减小了压样系统与内、外成模筒之间的摩擦,而且,通过杆间的空隙,可以实时观测内外成模筒位置、压样锤与乳胶膜有无刮擦、土样颗粒是否挤出等情况。压样杆20为三根扇形杆,采用厚5mm、宽20mm的不锈钢板弯制而成,其长度与内、外成模筒相同。压样杆20下端连接有圆环状压样锤21,压样锤底部内外两侧均做放大设计,以使压样时试样上表面受力均匀。此外,为了避免压样锤与内、外乳胶膜之间相互摩擦,乳胶膜受压样锤拉扯变形造成试样局部缺陷,压样锤伸入内、外成模筒间空腔后,需与内、外乳胶膜之间保留1mm的间隙以便操作。内、外乳胶膜是制备空心圆柱试样时所必要的辅助耗材,在土工领域现已广泛的应用。The utility model adopts the pressure sample rod instead of the sample cylinder to transmit the vertical pressure, which reduces the friction between the sample pressure system and the inner and outer mold cylinders, and can observe the inner and outer molds in real time through the gap between the rods. The position of the cylinder, whether the pressure hammer and the latex film are scratched, whether the soil sample particles are extruded, etc. The pressure sample rod 20 is three fan-shaped rods, which are bent from a stainless steel plate with a thickness of 5mm and a width of 20mm, and its length is the same as that of the inner and outer mold barrels. The lower end of the pressure rod 20 is connected with an annular pressure hammer 21, and the inside and outside sides of the bottom of the pressure hammer are designed to be enlarged, so that the upper surface of the sample is evenly stressed when the sample is pressed. In addition, in order to avoid friction between the pressure hammer and the inner and outer latex films, the latex film is pulled and deformed by the pressure hammer to cause local defects in the sample. After the pressure hammer penetrates into the cavity between the inner and outer mold cylinders, it needs to A gap of 1 mm is reserved between the inner and outer latex films for easy manipulation. The inner and outer latex membranes are necessary auxiliary consumables for the preparation of hollow cylindrical samples, and have been widely used in the field of geotechnical engineering.

5)成模筒瓣膜设计5) Molded valve design

内、外成模筒均采用瓣膜设计,综合考虑成模筒整体性与拆卸的便捷性,外成模筒13由三个完全相同的瓣膜组成;内成模筒14由两个大瓣膜25与两个小瓣膜26组成,其内侧有固定内支撑杆侧臂的卡槽34。内支撑杆15、外箍环12与试样底座内、外成模筒固定槽29、28共同支撑和固定内、外成模系统,防止压样时试样侧向膨胀过大而使成模系统变形。Both the inner and outer molding cylinders adopt the valve design, considering the integrity of the molding cylinder and the convenience of disassembly, the outer molding cylinder 13 is composed of three identical valves; the inner molding cylinder 14 is composed of two large valves 25 and Two small valves 26 are formed, and there is a draw-in groove 34 for fixing the side arm of the inner support rod on the inner side thereof. The inner support rod 15, the outer hoop 12 and the inner and outer mold cylinder fixing grooves 29, 28 of the sample base jointly support and fix the inner and outer mold systems, so as to prevent the lateral expansion of the sample from being too large during the sample pressing and make the mold System deformation.

6)成模筒顶帽设计6) The design of the top cap of the molded cylinder

试样制备时,土颗粒会落入内外成模筒下端与试样底座之间的缝隙处,随着压样压力的增大,土颗粒被不断地挤入缝隙中,致使内、外成模筒倾斜。因而,在内、外成模筒顶端,通过内、外支撑杆固定内、外成模筒顶帽,二者分别与内、外成模筒接合连续、紧密。内成模筒顶帽套箍在内成模筒顶端,其外侧与内成模筒外侧直径相同;外成模筒顶帽套箍在外成模筒顶端,其内侧与外成模筒内侧直径相同。继而,内、外成模筒在竖向压力作用下,与试样底座紧密连接,以防止土颗粒被挤出。在扣除嵌入试样底座部分和嵌入内、外成模筒顶帽部分后,成模筒与试样接触段高度应与试样等高。由于最后几层土样在击实前为松散状,因而,内、外成模筒顶帽还起到将成模筒延长的作用,内、外成模筒顶帽的高度以刚好能容纳最后一层土为标准,根据经验80、100、200mm高的试样顶帽高度为25mm,400mm高的试样顶帽高度为50mm。When the sample is prepared, the soil particles will fall into the gap between the lower end of the inner and outer mold cylinders and the sample base. With the increase of the pressure of the sample, the soil particles will be continuously squeezed into the gap, resulting in the inner and outer mold. The barrel is tilted. Therefore, the tops of the inner and outer mold cylinders are fixed by the inner and outer support rods, and the top caps of the inner and outer mold cylinders are respectively connected continuously and tightly with the inner and outer mold cylinders. The top cap hoop of the inner molding cylinder is at the top of the inner molding cylinder, and its outside diameter is the same as that of the inner molding cylinder; the top cap hoop of the outer molding cylinder is on the top of the outer molding cylinder, and its inner diameter is the same as the inner diameter of the outer molding cylinder . Then, under the action of vertical pressure, the inner and outer mold cylinders are tightly connected with the sample base to prevent the soil particles from being extruded. After deducting the part embedded in the base of the sample and the top cap embedded in the inner and outer mold cylinders, the height of the contact section between the mold cylinder and the sample should be equal to the height of the sample. Since the last few layers of soil samples are loose before compaction, the top caps of the inner and outer forming cylinders also play the role of extending the forming cylinder, and the height of the top caps of the inner and outer forming cylinders is just enough to accommodate the last layer of soil samples. The layer soil is used as the standard. According to experience, the height of the top hat of the sample with a height of 80, 100, and 200 mm is 25 mm, and the height of the top hat of the sample with a height of 400 mm is 50 mm.

7)试样一次成型设计7) One-time molding design of the sample

在制备空心圆柱试样时,通常采用先制备高度和外径满足要求的实心圆柱试样,继而,将实心试样取芯,得到空心圆柱试样。然而,取芯操作对试样扰动较大,而且对于强度较高、颗粒较大的土,试样取芯变得异常困难。本实用新型在制备空心圆柱试样时,采用压实法,将空心圆柱试样一次制成,避免了取芯时对试样的二次扰动,提高了该压样机的适用性。When preparing a hollow cylindrical sample, usually a solid cylindrical sample whose height and outer diameter meet the requirements is prepared first, and then the solid sample is cored to obtain a hollow cylindrical sample. However, the coring operation disturbs the sample greatly, and for the soil with high strength and large particles, it becomes extremely difficult to coring the sample. When the utility model prepares the hollow cylindrical sample, the compaction method is adopted to make the hollow cylindrical sample at one time, which avoids the secondary disturbance of the sample when taking the coring, and improves the applicability of the sample pressing machine.

8)适用性设计8) Applicability design

为了制备高度不同的试样,压样机的顶板可通过与侧杆上的螺纹升降,使得可移动平台的升降范围可以满足制备不同试样的要求。成模和压样系统均可拆卸,根据所制备的试样更换相应的装置,此外,还可根据实际情况,定制成模与压样系统。一次成型制样、液压动力系统、伺服反馈系统均在一定程度上提高了试样制备的适用性,使得该压样机可以满足多种土工试验的制样要求。In order to prepare samples with different heights, the top plate of the sample press can be raised and lowered through the thread on the side rod, so that the lifting range of the movable platform can meet the requirements for preparing different samples. The molding and sample pressing system can be disassembled, and the corresponding device can be replaced according to the prepared sample. In addition, the molding and sample pressing system can be customized according to the actual situation. One-time sample preparation, hydraulic power system, and servo feedback system all improve the applicability of sample preparation to a certain extent, so that the sample press can meet the sample preparation requirements of various geotechnical tests.

本实用新型的操作步骤如下:The operating steps of the utility model are as follows:

1)系统组装:1) System assembly:

根据所制备的试样,选取相应的成模和压样系统(这里以空心圆柱试样为例,其他试样制备与之相近)。将试样底座10固定在可移动压样平台9上,在底座内外成模筒(13、14)间放好环形滤纸。套在外成模筒13上并箍紧,将内成模筒14外侧和外成模筒13内侧套上乳胶膜,并将两端翻卷压入试样底座与内成模筒顶帽16和外成模筒顶帽17。将内支撑杆15固定在试样底座中心内支撑杆固定孔32内,内支撑杆侧臂嵌入内成模筒小瓣膜内侧卡槽34内,外箍环12内、外成模筒顶帽固定在内支撑杆15与外支撑杆11上。将压样顶盖19、压样杆20、压样锤21组装到顶板3上。According to the prepared sample, select the corresponding molding and sample pressing system (here, the hollow cylindrical sample is taken as an example, and the preparation of other samples is similar to it). The sample base 10 is fixed on the movable sample pressing platform 9, and the annular filter paper is placed between the mold cylinders (13, 14) inside and outside the base. Put it on the outer molding cylinder 13 and tighten it tightly, put the latex film on the outer side of the inner molding cylinder 14 and the inner side of the outer molding cylinder 13, and roll up the two ends and press them into the sample base and the inner molding cylinder top cap 16 and the outer molding cylinder. Form the cylinder top cap 17. Fix the inner support rod 15 in the fixing hole 32 of the inner support rod in the center of the sample base, insert the side arm of the inner support rod into the slot 34 on the inner side of the small valve of the inner mold cylinder, and fix the inner and outer mold cylinder top caps of the outer hoop 12 On the inner support rod 15 and the outer support rod 11. Assemble the sample pressing top cover 19 , the sample pressing rod 20 , and the sample pressing hammer 21 on the top plate 3 .

2)系统调节:2) System adjustment:

通过操作控制机构8,将可移动压样平台升至最高点,通过旋转顶板两侧螺栓来调节顶板3高度,以压样锤完全接触试样底座为准,将顶板固定,并将控制机构的位移置零。By operating the control mechanism 8, the movable sample pressing platform is raised to the highest point, and the height of the top plate 3 is adjusted by rotating the bolts on both sides of the top plate. Bits are set to zero.

3)计算与称样:按照计算所得称取相应质量的土样,并分成若干份(这里以五份为例),试样总高度为200mm,每层高度为40mm。3) Calculation and sample weighing: Weigh the soil samples of corresponding mass according to the calculated results, and divide them into several parts (here five parts are taken as an example), the total height of the samples is 200mm, and the height of each layer is 40mm.

4)压样:4) Pressure sample:

将可移动压样平台9降至最低点,装入一层土样,用塑料棍棒将土样稍加捣平击实,将压样锤21内外沿涂好滑石粉。通过控制机构控制液压系统,使可移动平台上升至试样底座距压样锤底面40mm处,压实过程中注意观察内、外乳胶膜是否被拉扯、土样是否从压样锤21两侧挤出。将可移动平台降至最低点,将该层土表面抛毛,以增加层间连接和试样的完整性,防止内部存在分层现象,继而,以相同的方法压实第二至第五层。制样完成后,将成模系统按照由上至下、由内而外的顺序依次将各组件拆除。Lower the movable sample-pressing platform 9 to the lowest point, load a layer of soil sample, use a plastic stick to flatten the soil sample slightly and compact it, and coat the inner and outer edges of the sample-pressing hammer 21 with talcum powder. Control the hydraulic system through the control mechanism, so that the movable platform rises to the place where the sample base is 40mm from the bottom surface of the pressure hammer. During the compaction process, pay attention to whether the inner and outer latex films are pulled and whether the soil sample is squeezed from both sides of the pressure hammer 21. out. Lower the movable platform to the lowest point, and roughen the surface of this layer of soil to increase the connection between layers and the integrity of the sample to prevent internal delamination, and then compact the second to fifth layers in the same way . After the sample preparation is completed, remove the components of the molding system in sequence from top to bottom and from inside to outside.

Claims (10)

1. a semi-automatic multifunction soil test pressure-like machine, it is characterized in that, comprise mounting system, power and control system, become modular system and pressure-like system, described mounting system comprises pedestal (1), lateral column (2) and top board (3), the lower end of described lateral column (2) is fixed on pedestal (1), the upper end of described lateral column (2) is fixed with top board (3), described power and set-up of control system are on pedestal (1) and lateral column (2), described one-tenth modular system is arranged in power and control system, described pressure-like system is fixed on top board (3).
2. semi-automatic multifunction soil test pressure-like machine according to claim 1, it is characterized in that, described power and control system comprise fuel tank (4), motor (5), hydraulic pump (6), hydraulic cylinder (7), control gear (8) and removable pressure-like platform (9), removable pressure-like platform (9) is fixed on pedestal (1) by support, motor (5) is connected with hydraulic pump (6), fuel tank (4) is connected by pipeline with hydraulic pump (6), and fuel tank (4) is by being fixed on support; Hydraulic cylinder (7) is arranged on pedestal (1) central authorities, its top and removable pressure-like platform (9) are fixed, and removable pressure-like platform (9) is built-in with the displacement meter of the axial displacement for measuring removable pressure-like platform (9); Control gear (8) is fixed on lateral column, detects the position of removable sample preparation platform (9) by controlling motor (5) in real time.
3. semi-automatic multifunction soil test pressure-like machine according to claim 1, it is characterized in that, described one-tenth modular system comprises the Wai Chengmotong mechanism of hollow, described Wai Chengmotong mechanism is fixedly installed in specimen mount (10), described Wai Chengmotong mechanism comprises outer film forming cylinder (13), and described outer film forming cylinder (13) surrounds cylinder by three valves (27); The skin of described outer film forming cylinder (13) is fixed by outer garter spring (12), and the arranged outside of described outer film forming cylinder (13) has outer support bar (11), and described outer support bar (11) surrounds circle; The lower end of described outer film forming cylinder (13) and outer support bar (11) is fixed in specimen mount (10), and the upper end of described outer film forming cylinder (13) and outer support bar (11) is provided with outer film forming cylinder top cap (17).
4. semi-automatic multifunction soil test pressure-like machine according to claim 3, it is characterized in that, described one-tenth modular system also comprises the interior film forming cylinder mechanism of hollow, described interior film forming cylinder organization establishes is in Wai Chengmotong mechanism, described interior film forming cylinder mechanism is fixedly installed in specimen mount (10), described interior film forming cylinder mechanism comprises interior one-tenth mould cylinder (14), and described interior one-tenth mould cylinder (14) is the cylinder becoming the large valve of mould cylinder (25) and the hollow becoming the little valve of mould cylinder (26) to surround in two in 2; Be provided with vertical inner bracing piece (15) in the cavity of described interior one-tenth mould cylinder (14), described inner bracing piece (15) be provided with two groups of side arms (35); The lower end of described interior one-tenth mould cylinder (14) and inner bracing piece (15) is fixed in specimen mount (10), and the upper end of described interior one-tenth mould cylinder (14) and inner bracing piece (15) is fixed on interior film forming cylinder top cap (16).
5. semi-automatic multifunction soil test pressure-like machine according to claim 1, it is characterized in that, described pressure-like system cylindrically, comprise pressure-like top cover (19), pressure-like bar (20) and ring-type pressure-like hammer (21), pressure-like top cover (19) below is connected with three pressure-like bars (20), and pressure-like bar (20) lower end is provided with pressure-like hammer (21).
6. the semi-automatic multifunction soil test pressure-like machine according to any one of claim 1-5 claim, is characterized in that, described top board (3) is fixed by screw thread and lateral column (2).
7. the semi-automatic multifunction soil test pressure-like machine according to any one of claim 1-5 claim, it is characterized in that, described pressure-like system is fixed on top board (3) by pressure-like top cover (19) and bolt.
8. semi-automatic multifunction soil test pressure-like machine according to claim 3, is characterized in that, described outer garter spring (12) is at least provided with 2.
9. semi-automatic multifunction soil test pressure-like machine according to claim 4, is characterized in that, the valve (27) of described outer film forming cylinder (13) is annular valve; Centered by the large valve of described interior one-tenth mould cylinder (25), angle is the annular valve of 150 °; Centered by the little valve of described interior one-tenth mould cylinder (26), angle is the annular valve of 30 °.
10. semi-automatic multifunction soil test pressure-like machine according to claim 4, is characterized in that, the shape of described pressure-like hammer (21) is the circular or toroidal that bottom is amplified.
CN201420703666.9U 2014-11-20 2014-11-20 A kind of semi-automatic multifunction soil test pressure-like machine Expired - Fee Related CN204255718U (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105510098A (en) * 2015-12-31 2016-04-20 中国科学院武汉岩土力学研究所 Sample pressing and de-molding combined device applicable to geotechnical test
CN105865875A (en) * 2016-05-18 2016-08-17 北京安赛博技术有限公司 Experimental device for keeping consistency of soil physical properties
CN106644647A (en) * 2017-01-13 2017-05-10 温州大学 Compaction device for preparing hollow cylindrical sandy soil test sample with wet smashing method
CN106918485A (en) * 2017-04-06 2017-07-04 中国矿业大学 A kind of specified moisture content hollow cylinder bentonite sample preparation device and method
CN107727477A (en) * 2017-11-13 2018-02-23 宁波工程学院 A kind of hollow cylinder compacted soil samples saturation device
CN108088720A (en) * 2018-01-16 2018-05-29 董彤 A kind of inclination sand hollow cylinder sample preparation facilities
CN110274830A (en) * 2019-04-18 2019-09-24 防灾科技学院 A kind of drift-sand Modified soil tensile characteristics test macro
CN110967211A (en) * 2018-09-28 2020-04-07 安徽致磨新材料科技有限公司 A manual hydraulic prototype
CN112924261A (en) * 2021-01-19 2021-06-08 四川省建筑科学研究院有限公司 Hydraulic multi-angle layered triaxial sample preparation device and sample preparation method thereof

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105510098A (en) * 2015-12-31 2016-04-20 中国科学院武汉岩土力学研究所 Sample pressing and de-molding combined device applicable to geotechnical test
CN105510098B (en) * 2015-12-31 2018-10-30 中国科学院武汉岩土力学研究所 A kind of combined unit suitable for soil test pressure-like and demoulding
CN105865875A (en) * 2016-05-18 2016-08-17 北京安赛博技术有限公司 Experimental device for keeping consistency of soil physical properties
CN105865875B (en) * 2016-05-18 2018-09-11 北京安赛博技术有限公司 A kind of experimental provision keeping soil physical property consistency
CN106644647A (en) * 2017-01-13 2017-05-10 温州大学 Compaction device for preparing hollow cylindrical sandy soil test sample with wet smashing method
CN106918485A (en) * 2017-04-06 2017-07-04 中国矿业大学 A kind of specified moisture content hollow cylinder bentonite sample preparation device and method
CN107727477A (en) * 2017-11-13 2018-02-23 宁波工程学院 A kind of hollow cylinder compacted soil samples saturation device
CN108088720A (en) * 2018-01-16 2018-05-29 董彤 A kind of inclination sand hollow cylinder sample preparation facilities
CN110967211A (en) * 2018-09-28 2020-04-07 安徽致磨新材料科技有限公司 A manual hydraulic prototype
CN110274830A (en) * 2019-04-18 2019-09-24 防灾科技学院 A kind of drift-sand Modified soil tensile characteristics test macro
CN112924261A (en) * 2021-01-19 2021-06-08 四川省建筑科学研究院有限公司 Hydraulic multi-angle layered triaxial sample preparation device and sample preparation method thereof
CN112924261B (en) * 2021-01-19 2023-09-19 四川省建筑科学研究院有限公司 Hydraulic multi-angle layering triaxial sample preparation device and sample preparation method thereof

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